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BP-05-11Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 t sp t Inspection Date: 07/02/2007 Inspector: Grande, Claudio Owner: LEE, PATRICK Job Address: 560 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER l e ittt Permit Type: Imported Permit Inspection Type: Final atomWork Classification: Addition /Alteration Block: Phone Number (305)757 -0468 Parcel Number 1132060140800 Lot: Building Department Comments CONVERTING GARAGE TO A MASTER BEDROOM JUL 0 3 2007 Passed (gif 7 ri Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 28, 2007 Page 2 of 2 Issue Date: 1/18/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/17/2006 Owner's Name: PATRICK LEE Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 560 95 Street NE Miami Shores Village, FL Contractor(s) Phone MASTER ELECTRIC & MAINYENANI (305)301 -7569 Primary Contractor Yes Comments: CONVERTING GARAGE TO A MASTER BEDROOM ELECTRICAL LOW VOLTAGE Additional Information Type of Work: Classification: Residential Additional Info: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL -1 -06 -134 Phone: (305)381 -3404 1132060140800 Lot: PB: Total Square Feet: 0 Total Valuation: $ 500.00 Required Inspections PERMIT # 3R: — I I CONTRACTOR: .vim SUBMITTAL DATE: 8 f /c1 PROJECT TYPE: c—c E`er N ©� ZONING 5. FIRE STRUCTURAL IMPACT FEES In consideration of the issuance to me of this permit, I agr covered hereunder in compliance with all ordinances an thereto and in strict conformity with the plans, drawings, stat submitted to the proper authorities of Miami Shores Village. I assume responsibility for all work done by either myself, employes. I understand that separate permits are requ PLUMBING, MECHANICAL, WINDOWS, DOORS, ROO POOL work. ELECTRICAL HRS /DERM OWNERS AFFIDAVIT: I certify that all the foregoing informa all work will be done in compliance with all applicable laws and zoning. Futhermore, I authorize the above -named co stated. P, M F//arif_ MEC A'' ICAL Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $2.50 $106.30 Building Department File Copy Applicant Signature Invoice Number EL -1 -06 -23494 Total: Amt Due $106.30 JAN 19 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 8/22/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 560 NE 95 Street Miami Shores Village, FL 33138- Permit BP2005 -11 Address:560 NE 95 Street Miami Shores Village FL33138- Date Expired: 5/31/2006 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein. " Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems C o m p r a n c e w i t h MethodC of Chapter 6 of t e Fl or i d a Er gyEif anny Codentay be demonstrated bytheuse of Form 6000 -01 for additions of 600 square f e e t or less, e-Ir Installed components of manufactured frames, and r e n o v a ti o n s to single and h r i r e s i d e n c e s . Alternative mum areprovided foraddfions byuse of Fan 600B-01 or 602A-01. PROJECT NAME: AND ADDRESS: OWNER: 14 A D D M O N S f e e t Prescriptive requirements in Tables 6C-1, 6C-2 and 6C-3 apply only to the components of the Wenn, not to the existing fwldmg. Space heating, caoGng , and 'Aster basal equipment efficiency levelsmxstbe metonlywhenequipment siratatiedspeak* tosavetheaddfionoris beinginstaled in conjunction v t the addfionconswcfion. Components s e p a r a ti n g umundifioned s p a c e s from c o n d i t i o n e d s p a c e s mu t meet the prescribed minimum usulatan levels. RENOVATIONS (Residential Wings undergoing renovations costing more than 30% of the assessed l aloe of the bullring). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the compo ants and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Onlysle•insthlled components and features are covered bythis form. BUILDING SYSTEMS Co *when cornplete no system a installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. lint, film or solar scree 7. Percentage of glass to flo 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R -valu d. Concrete, raised (R-val e. Concrete, common (R- 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 0 je- r, /14 s4Mt S f2 3osr BUILDER: PERMITTING OFFICE: PERMIT NO.j 1 1 1 1 1 1 1 CLIMATE ZONE: 7 JURISDICTION NO.: 8n9n area n'Y OPT Please Print CK 12. Heating system *: (Types: heat pump, elec. strip, natural gas, LP. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* ( Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. hereby certi that the ' a cifice compliance PREPARED Y:i //� I hereby rtity th . -x '11NiITT71 T71 s in comp • with the Florida Free OWNER AGENT. DATE: s covered by the calculati DATE n are - 1 - 1. 2. 3. 4. 5. 6a. 6b. 7. rfroAlo 1/4ene.J Single Pane (17 13 sq. ft. sq. ft. Double Pane sq. ft. sq. ft. • 8a. R= Iin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= Sale sq. ft. 9a -2 R= -"7', - sq. ft. 9b -1 9b -2 9c R= /4 _�_ sq. ft. R= - IL sq. ft. 10a. R= sq. ft. 10b. R= 1 1 sq. ft. 11. Type: 661111.1 SEER/EER: 1f .0 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: e}etSnotk EF: Review of plans and speafica with the Florida Energy Code. Inspected forcornplan • BUILDING OFRCIAL DATE Climate Zones 7 8 9 ABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE- INSTALLED COMPONENTS OF MANUFACTURED HOMES. COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY co Concrete Block Frame, 2' x 6' R-5 R-11 si Central NC - Split SEER = 10.0 SEER = SEER 11 • 0 • . - .. II. - . Frame, 2' x 6" R -19 9 • . - . - Single Pkg. SEER = 9.7 = 0"- .78 2"- .87 1 " -.75 0'- .57 1'- .78 0 " -.61 Common, Frame R -11 4 "- .87 3'- .75 2 "-.57 1 "-.39 0"- 3'- .78 2 " -.61 ' 1 "-.44 0 "-.35 Room unit or PTAC EER = 8.5* EER = SECTION REQUIREMENTS stri • . ed or otherwise sealed. CHECK trA IVAI rall ilirAl MI II NI !I IMII �� Common, Masonry R -3 To be caulked . r sketed weather Electric Resistance ANY Max 0.3 cfm/s . ft. window area; .5 cfrn/s..ft. door area. Sole & Top Plates 606.1 Sole . fates and penetrations throu . h to. • lates of exterior walls must be sealed. Recessed L.I • htin • 606.1 T. e IC rated with no • enetrations two alternatives allow = . . Multi -story Houses Under Attic R -30 Air barrier on perimeter of floor cavity Exhaust fans vented to unconditioned devices with integral exhaust ductwork. between floors. space shall have dampers, except for combustion systems must be provided with outside combustion air, Single Assembly; Enclosed Combustion Heatin . - Combustion space and water heating - xce • t for direct vent a• • liances. Heat pump - Split HSPF = 6.8 HSPF = Hot Water Pi . -., 612.1 Frame R -19 121 Water flow must be restricted to no more than 2.5 • • Ions .: r minute at 80 PSIG. - Single Pkg. HSPF = 6.6 HSPF = HVAC Controls iur Metal Pans R -13 ■ EA1 Room unit or PTHP COP = 2.7* HSPF/ = Single Assembly; Open R -10 Common, Frame R -11 R.- it COP Gas, natural or propane AFUE = .78 AFUE = FLOORS Slab -on -grade No Minimum Raised Wood R -11 it ..1 I Fuel OR AFUE = .78 AFUE = Raised Concrete R -5 Common, Frame R -11 Electric Resistance L.P. EF = EF .88 EF = EF = . o I v In unconditioned space In conditioned space R -6 No minimum JE „ CO Gas; Natural or Fuel Oil = EF = .54 .54 EF = See Table 6-3, 6-7 • • •- 4V'L. r,.�w,4r „��,,..YVI••F4,V,�, V , v„ v..r�w �+. •a.r.v ..� r�rr...v..v v.. -. ,2 Maximum percentage glass to floor area allowed is selected by tape overhang length and solar heat gain coefficient Maximum% = 3D Installed % = GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double • . - .. II. - . • . - . • . - . • . - . • ..- . • . - . • . - . 1"- .87 0 " -.75 0"- .78 2"- .87 1 " -.75 0'- .57 1'- .78 0 " -.61 3'- .87 2 " -.75 1"- .57 0'-.39 2 "- .78 1 " -.61 0 "-.44 4 "- .87 3'- .75 2 "-.57 1 "-.39 0"- 3'- .78 2 " -.61 ' 1 "-.44 0 "-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS stri • . ed or otherwise sealed. CHECK trA IVAI rall ilirAl MI II NI !I IMII �� Exterior Joints & Cracks 606.1 To be caulked . r sketed weather Exterior Windows & Doors 606.1 Max 0.3 cfm/s . ft. window area; .5 cfrn/s..ft. door area. Sole & Top Plates 606.1 Sole . fates and penetrations throu . h to. • lates of exterior walls must be sealed. Recessed L.I • htin • 606.1 T. e IC rated with no • enetrations two alternatives allow = . . Multi -story Houses 606.1 606.1 Air barrier on perimeter of floor cavity Exhaust fans vented to unconditioned devices with integral exhaust ductwork. between floors. space shall have dampers, except for combustion systems must be provided with outside combustion air, Exhaust Fans Combustion Heatin . 606.1 Combustion space and water heating - xce • t for direct vent a• • liances. Water Heaters 612.1 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or c off .: st be • • vided. .real or built-in ,. • t 1 - • - . Lift- . for vertical nil-- risers Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a . m• timer. Gas s. _ & • ..1 heaters must have minimum thermal effielen of 78 %. Swimming Pools & S. - s Hot Water Pi . -., 612.1 Insulation is ::. uired for hot water circulatin. ems ncludin • heat recove units . Shower Heads 121 Water flow must be restricted to no more than 2.5 • • Ions .: r minute at 80 PSIG. HVAC Duct Construction, Insulation & installation .10.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. +i GENERAL DIRECTIONS: 1.OnTable 6C-1 Mftle the R- valueofthe insulation being added to each comporsrnand the e5den y levels of the equipment be installed. All R- values and etffdendes Wed must meet or exceed themininunnvalues fisted. Components and equiprreni nether being added nor rerwvated may be left blank. 2. ADDMONS ONLY. Detmmine the marcentage of new glass to condifioned floor anta in the edam as follows. Total the areas ofaI glass windows, sldirgglass doom and glass door panels. Double the area old nonverCcalroof glass and add ftto the previous totat. When glass in existing exterior walls is being removed or enclosed by the add ion, an amount equal to the total area ofih 's glass may besuirhadei from the tots) glass BIM Divide the adjusted glass area tofalby the cmpMonedfloor area off the addilon. Multiply bylOOto get the percent. Find the largest glass panxintage under whichyour calculated percentage falls on Table 6C-2. Presaiptives are given by the type ofglass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient ( SHGC). Foragiven glass type and overhang, the minimum solar heat gain coefficient allowed issp . Actual g>esswindows and doors previously in the extesiorwalsof the house and being reinstalled In the addlondo not have to amply wfth the overhang and stdar heat gincoarmient requirementson Table6G2AlnawglassIn theaddl onmusimeettherequirement f o r o n e of the cigars in the glass p e r c e n t a g e category you i n d i c a t e d . Tim o v e r h a n g (OH) &stance is measured perpenificularly k e n the face of theglass toa p o i n t to der8reoutemtost eigeof the over ang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coe ient may belated for glass areas which are under at least a two foot overhang awl whose lowest edge do not extend further than 8feet from the overhang. Glass areas being renovated that do not meet this criteria must beeither single-pane tinted, double -pane dear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requestedonthe top half of page 1. 6. Read `Minimum R e q u u e r n e r d s f o r Additions and Renovations', Table 603, and check all appfoxble items. 7. Read, sign and date the°Owvu r! Agenr certification statement on page 1. -2- 1ST acus 11 Z F� v Miami Shores Village L 1 c ' Oc b toy a sirs d- r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. e s- a, aster Permit No. poo5--, /, g Mechanical Roofing Phone # 3"C- 75-7. O "VS4' Owner's Name (Fee Simple Titleholder) 22 Owner's Address 5700 ,& g S City M I s M+ ' re iS Tenant/Lessee Name State Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO Ft_ Zip 33/ 3i Phone # Contractor's Company NalameX, Contractor's Address ---((,Z t City Qualifier one # State Certificate or Registration No. Certificate of Competency No. p1 V t 6 • :°:if Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 000 Phone # Square Footage Of Work: Type of Work: Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Ot sr ` c +0 ****************************Fees****************************** Submittal Fee $ 'niQ a Permit Fee $ 0 23—' egi2 ® CCF $ 1. 2 CO /CC Notary $ s Training/Education Fee $ O. 40 Technology Fee $ 5 • CS Scanning $ 3. CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 (Continued on opposite side) ✓� 3 s/ali Bonding Company's Name (if applicable) Bonding Company's Address - o •a 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 ich occurs en (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be app oved and a rei spection fee will be charged. Signatur � � -re; t; Contractor -cam The foregoing ' • ent was . owledged before me this The foregoing instrument was acknowledged before me this 21 day of , 20 , by \ , day of 1 n U Ca vk.f 20 05, by Lovv+�z1a C t7t1.127 , who is personally known r who has produced who is personally known to me or who has produced FL, cation and who did take an oath. 0 I--. as identification and who did take an oath. NOTARY C: NOTARY PUBLIC:, Sign: Sign: Print: Print: t G t G r7? e My Commission xp �% +' %PLe,, Li p a Gonzalez s: My Commission Expiree c* . a; ., , S ommission # DDi #iti73 -e,Q -'1 4 �i��P,,,Atlantic Bon cojnc. *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,1- e Plans Examiner APPLICATION APPROVED BY Chc 05/13/03 Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNA 0- B ENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE // UNIT FEE ITEM SPACE HEATERS UNIT FEE ITEM SWITCH OUTLETS BIDET -3 LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES 1 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 If 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 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 FP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- ' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS 1 A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS. COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER . FIRE STAND IPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE hETER SET (GAS) GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/13/2005 Electrical Permit Permit Number: EL2005 -27 Applicant: PATRICK LEE Owner: LEE PATRICK JOB ADDRESS: 560 NE 95 ST Contractor LORELYS ELECTRIC CORP Local Phone: 305 - 905 -8189 Parcel # 1132060140800 Page 1 of 1 Contractor's Address: 5226 NW 7 ST #B -313 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 5 BLK 55 LOT SIZE 50.000 X 129 Fees: Description Amount FEE2005 -12296 Building Fee $225.00 FEE2005 -12297 CCF $1.20 FEE2005 -12298 Training and Education Fee $0.40 FEE2005 -12299 Technology Fee $5.65 FEE2005 -12300 Scanning Fee $3.00 FEE2005 -12301 Submittal Fee ($50.00) Total Fees: $185.25 Total Fees: $185.25 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/31/2006 Construction Value: $2,000.00 Work: NEW ELECTRICAL FOR ADDITION. MASTER BP2005 -11 Signed: (INSPECTOR) SEP 1 P,r[ 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: Miami Shores Village Building D ep artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) PC2"1" (( C — (.— Phone # Owner's Address S (12 0 NET y 1 J City Kt, CL , c; re)s State 1 �. Zip `3 (3 lS Tenant/Lessee Name Phone # Permit No.L 05 Master Permit No. r -ig Mechanical Roofing Job Address (where the work is being done) GZe. o 574* , City Miami Shores Village County Mi Is Building Historically Designated YES NO Contractor's Company Name t liett,4 i b4(L fL. (k Phone # (7 yc) 413 32g3 Contractor's Address 2 3 mil? 5 1,-) • 254' 1 ,e71 7 City G' (AAA, t State Qualifier 4,i) A z / �, / 2.4- $o State Certificate or Registration No. Certificate of Competency No. Cam'# ?V /®ae �� /�d Zip 3313 Y Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: di ld 3,000 n ❑Alteration Describe Work: et ccttfi'' Phone # Square Footage Of Work: ❑N w Imo' Repair/Replace ❑ Demolition ****************************Fees****************************** * ** **** ******* *** * * ** Fees * **** *** * **** ** *** *** * * * * *** ** Submittal Fee $ 450 O Permit Fee $ 1 ` CCF $ 1 . CO /CC Notary $ Training/Education Fee $ 0. (30 Technology Fee $ el • 4D Scanning $ 3 • C Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 134 • 80 (Continued on opposite side) Pl\)Thiaep (\icwAv4) 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 s en (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a r. inspection fee will be charged. Si Owner or Ag: t The foregoing instrument was ackn +wledg a •efore me this day of ,20,by who is personally known to me As id-.0 can NOTARY PUBLIC: Sign: Print: o as produced n and who did take an oath. My Commission Expir s: *******************,*** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** *************** * * * * * * * * * * * * * * * * * * ** * * * ** * * * * *. * ** APPLICATION APPROVED BY: Cho 05/13/03 Signature ( Contract The foregoing instrument was acknowledged before me this day of 'ln , 20 05, by Lusts Lr e) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print: Ltlift G otl " G My Commission Expires: ,,,?%',;:.+1/1:7,. Lidia Gonzalez :zo.r "�y��Commission # DD141673 9 -: .a� dvp.Of �QP� Bonded Thru oll,F, �� Atlantic Bonding Co.,1nc. * * * * * * * * * * * * * * * * * * * * * ** y * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT I FEE ITEM SWITCH OUTLETS UNIT FEE 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 FP STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 FP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINIL.ER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COM,€RCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F I XTURES SEPTIC TANK ANTENNA RELAY _ TELEVISION OUTLETS DRAINFIELD, 4` TILE/RES. VIOLATION PUP & ABANDON SEPTIC TANK ' REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Plumbing Permit Permit Number: PL2005 -30 Printed: 9/13/2005 Applicant: PATRICK LEE Owner: LEE PATRICK JOB ADDRESS: 560 NE 95 ST Contractor MIAMI DADE PLUMBING Local Phone: 786 -443 -3283 Parcel # 1132060140800 Contractor's Address: 2398 SW 25 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 5 BLK 55 LOT SIZE 50.000 X 129 Fees: Description Amount FEE2005 -12290 Building Fee $175.00 FEE2005 -12291 CCF $1.80 FEE2005 -12292 Training and Education Fee $0.60 FEE2005 -12293 Technology Fee $4.40 FEE2005 -12294 Scanning Fee $3.00 FEE2005 -12295 Submittal Fee ($50.00) Total Fees: $134.80 Total Fees: $134.80 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/31/2006 Construction Value: $3,000.00 Work: INSTALL PLUMBING FIXTURES AND PLUMBING FOR NEW ADDITION. MASTER PERMIT BP2005 -11 CEP 1 1 G p i ��I 3 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: P A T E O F 'LORDA �! PARTMENT OF HEPif,T3 IT SE AGE TMNT AND DISPOSAL SYSTEM:_:, 10NSTRUCTtON El CONSTRUC- [ JIdew:, C )Rep APPLIehm P ROPER2T LOT PROPERTY ID ' ystem ands nmett k.560 NE 95 St Miami Shores FL 3313$ . t� 9 #: RATS •.PAID: FEE PAIt : - 0-80-23$426 RECEIPT . • ] Holding Tank [ ]'j Innovative: Other ]Temporary [ AGENT: ALL PRO S, 1EIXEIpA %BARRY SU$DIVI S I ON : Miami Shores . [ Section /Township /Range /Pare1 NO.] : 11- 3206 - 014 -0800 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ D R A I N F I E L D 900 ]Gallons SEPTIC TANK O ]Gallons O ]GALLONS GREASE INTERCEPTOR CAPACITY O ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS [ 330 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 )SQUARE FEET SYSTEM TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ N ]BED MULTI- CHAMBERED /IN SERIES: [Y MULTI- CHAMBERED /IN SERIES: [Y @ [0 ]DOSES PER 24 HRS # ] PUMPS 1 0 ] [ N ]MOUND [ N ] [ N ] LOCATION TO BENCHMARK: 11.28'nqvd Ffelev. ELEVATION OF PROPOSED SYSTEM SITE [ 2.5 ] [ FEET ] [ BOTTOM OF DRAINFIELD TO BE [ 2.5 ] [ FEET ] ]BENCHMARK /REFERENCE POINT ]BENCHMARK /REFERENCE POINT FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0.0 ] INCHES OTHER REMARKS: Existing 900 gal. septic tank and 330 sq. ft. drainfield,certified by "A Septic & Plumbing Tank Services & Drain, Corpinc." as Will not be increase in sewage flow, change in characteristics or expected disruption to the existing septic system or invalidd reserve area.reduction. No action shall be taken. SPECIFICATIONS BY: Millan, Jorge APPROVED BY: Millan, Jorge DATE ISSUED: 6/6/05 TITLE: TITLE: Engineer I DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostas_cons_4016 -11 Dade CHD EXPIRATION DATE: Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM k 1 APPLICATION FOR CONSTRUCTION PERMIT APPLICATION PIM: [ New System [ ] Existing System [ ] Repair [ ] Abandonment APPLICANT: AGENT: „ 1 2 L. • , [ 1 Holding Tank [ 1 Temporary PERMIT DATE PAID: 2,7_1-7 1-1.-2,---- FEE PAID: 3 :7-67vi RECEIPT #: ---„ , 1 t InnoVatiTo - 2 MAILING ADDRESS: TLEPHONE: TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. PROPERTY INFORMATION LOT: BLOCK: SUBDIVISION: PROPERTY ID #: /I - - „• " rrc, /FL r PLATTED: '`C ZONING: I/11 OR EQUIVALENT: [ Y / N ] PROPERY SIZE: , = 1 ACRES 'WATER SUPPLY: [ ] PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] PROPERTY ADDRESSs I VC/ r 7 DIREaTIONS TO PROPERTY I 2: 4- PUBLIC [X]<=2000019D [ ]>2000GPD T O SEWER: 4-'14 TT Th BUILDING INFORMATION Unit Type of No Establishment 1 2 3 4 [)<] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 7 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: • • DH 4015, 10/97 — Page 1 (Previous editions may be used) Stock Number: 5744-001-4015-1 DATE: Page 1 of 3 STATEOF FLORIDA ..--- .a--„,,-- DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL,S441ST41 CONSTRUCTION PERM Permit Application Numbei, d it 1$? ,,. ) . „ PART II - SITE PLAN- , Scale: Each block represents 5 feet and 1 inch = 50 feet. j t - — jj ‘: • „ • 4726.t2.(= 6:-. • L. - _f-P* - • 1 • • -‘; 1 t• ' t • • : '•'It 7 ; '';:- , -,- 1" 'T f •L, fr::::,,,,,-, , - : • :t----i- ---r. : 7-7 ! . : , : V. ; ; : , ._ . . ri, // ' ' .. ' '7 7 ': '.. ' ' , , , '' i ' -' '' ' ' ' ' t t :t ''.' n T,' 1--.!- - - ', • , ... ,,_ : : , • , r . • '-' +- --tT r 1 . . . t r- r„ , rr , _,, _ .., -.. ,i, .,,.. r.,..... j f : ' 4 4- I 74- ; , -,..-, ,, ,.;-;,:- . - 6 • ' 6.• ' ' ; i •-• ,' ' r -1-;-• i. ',--E'-l-t- r ', , 1-4--i-i-:-- i--4-:-=1-4-i--',V---1 ''., \-', - il , ,, .-. 4- ., . , - , - ' -3---n i 4'4-i ' ; , ;,' '''' ,,i.L.1-' . ; 4- : -• • ';' ■ . -,...4,.4. ',. .1 • r- /- '''',:.1-- ! ;. ,1:''' ' ■ ' * ', ' -4- -;- 4 i ---t- ', ; 1 i ; 1 i ' i-- - 1 ; - - --,---;;,,,—;;;;• , ' • ' --I'l'—',—;'-1---i`--"—±—,;—;;;i4;;!;;` ;;;,1...t.,;•!;r' ; 1, 1 , . • ; - 6 : , . 4 ,;. '= ', 4 --d; ! -, .14= ..,..-.4--,....-----,-6r-6,-.6r6` 64.66.----.---; '6- 1- :r t ! • . . , ., .. , . ..- . 1 . ritTTTFfl n ; ' e , ,; 4 -; • " _^" • ';;, ' 4„ t. -4,11 = Notes:— ------ f. t ,-;? e e..76-yf IC. iL , 0 Li, Site Plan submitted by: Signature Plan Approved Not Approved Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT OH 4015. 10/95 (Replaces HRS-H Rom 4015 %Wilds may be used) (Stodt Nurrbsc 5744-002-40154) Page 2 of 3 T Jo INS us AT TI B' ON OF TION ATE `OF I�OHDA � PARTKEN . OF" HEr,TH IT$ SE +]•AGE .TRR TM NST$UC�T ON �E T �.• L ti . CONSTR,UET gNew C 1. :ep APPLIGAN`' AND DISPOSAL SYSTEM;,: • t'. E #3 Sg- 23926 "DAT . 'PAID.. EE PAIb : , 2ECEPT ; - ST1NB ] �5 -013 , -E 1 ystem [ . ]Holding Tank and[ inure .t , ' [ ]Temporary PROPERTY YES 2' t]�RS SpY � 41.4. 1,95 S;t Miami Shores FL 33133' t T Innovative'., Other t AGENT: ALL PRO S, TEIXEIRA`BARR5 Y`:` •5U :DIVISION: Miami Shores. -.: [ Section /Township /Rance /P real NO. 11- 3206- 014 -0800 [OR TAX ID NUMBER] PROPERTY ID SYSTEM MUST` BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM T [ A [ N [ K [ D R A I N F I E L D DESIGN AND SPECIFICATIONS 900 3-- Gallons SEPTIC TANK 0 ]Gallons 0 ]GALLONS GREASE INTERCEPTOR CAPACITY 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS C� [ 330 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 .]SQUARE FEET SYSTEM TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ N ]BED LOCATION TO BENCHMARK: 11.28'nqvd Ffelev. ELEVATION OF PROPOSED SYSTEM SITE [ 2.5 ] [ FEET BOTTOM OF DRAINFIELD TO BE [ 2.5 ] [ FEET MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] ] [ ] [ FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0.0 ] OTHER REMARKS: Existing 900 gal. septic tank and 330 sq. Tank Services & Drain, CorpInc." as Will characteristics or expected disruption to area reduction. No action shall be taken. SPECIFICATIONS BY: Millan, Jorge APPROVED BY: Milian, Jorge DATE ISSUED: 6/6/05 ]BENCHMARK /REFERENCE POINT ]BENCHMARK /REFERENCE POINT INCHES ft. drainfield,certified by "A Septic & Plumbing not be increase in sewage flow, change in the existing septic system or invalidd reserve TITLE: TITLE: Engineer I DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 -001- 4016 -0) [ostde cone 4016 -1] Dade CHD EXPIRATION DATE: Page 1 of 2 ,r• ISTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [ -] Existing System " [ ] Repair [ ] Abandonment APPLICANT: AGENT: MAILING ADDRESSi PERMIT N0. DATE PAID: FEE PAID: RECEIPT #: Holding Tank [ 1 Innovative ] Temporary ==------ • • ,1/ Ji1 ? TELEPHONE: 7 - --- • i TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. PROPERTY INFORMATION LOT: BLOCK: /I' • < SUBDIVISION: t--,/!fi4A:i PROPERTY ID #: / '71'7 PROPERY SIZE: I ACRES 'WATER SUPPLY* [ ZONING: PLATTED: I/M OR EQUIVALENT: [ Y / N ] ] PRIVATE PUBLIC C"]<=2000GPD [ ]>2000GPD le DISTANCE TO SEWER: -'- IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: ° ■4..:1,'7 611 L-2 1e7' ;4- A Pi ---- L, BUILDING INFORMATION ; Unit Type of No Establishment 1 2 3 4 1111 h1 1'1 [1 RESIDENTIAL [ 1,, COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC 4 Floor/Equipment Drains [ ] Other (Specify) ft SIGNATURE: t 1.1 ) DH 4015, 10/97 -- Page 1 (Previous editions may be used) Stock Number: 5744-001-4015-1 DATE: Page 1 of 3 APPLICATION FOR: APPLICANT: AGENT: TELEPHONE: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDIVISION: PROPERTY ID #: ZONING: PROPERTY SIZE: WATER SUPPLY: SEWER AVAILABILITY PROPERTY ADDRESS: DIRECTIONS: BUILDING INFORMATION: TYPE ESTABLISHMENT: NO. BEDROOMS: BUILDING AREA: BUSINESS ACTIVITY: FIXTURES: SIGNATURE / DATE: • Check type of pewit, if Other" specify type in Wank. Property owner's full name. Property owner's !egaliy authorized r presentative. Telephone number for applicant or agent. P.O. box or street, city, state and zip :;e mailing 4 ddr for applicant or agent. Lot, block, and subdivision for lot (recorded or unrecorded su Division). If lot is not in a recorded subdivision, a copy of the lot legal description or deed must be attached. Official date of su . ivision recorded in county pint books (month/day/year) or date lot originally recorded. Dividing an pproved lot into two or more parcels for the purpose of conveying ownership shall be considered a sU ivisipn of the lot. 27 character number for property. CHD may require pros =rty appraiser ID # or section/township /range/parcel number. Specify zoning and whether or not property is in I/M zoning or equivalent usage. Net usable area of property in arras (square footage divided by 43,560 square feet) xdusive of all paved areas and prepared road s within public rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marsh's, or other such .��* les of water. Contiguous unpaved and non- co mpa€ted road rights -of -way and easements with no subsurface os actions may be included in calculating lot area. Check private or public <= 2000 gallons car day or public > 2000 gallons per day. Is sewer available as per 381.0065, Florida Statutes, and distance to sewer in feet. Street s °• r for property. For Tots without an ign street Tess, indicate street or road and locale in county. Provide detailed instructions to lot or attach an area map showing lot location. Check residential or commercial. List type of establishment from Table 1I, Chapter 10D-6, FAC. Examples: single family, single wide mobile home, = aurant, doctor's office. Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. Total square footage of enclosa habitable area of dwelling unit, excluding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of structure. For commerciaUnstitutional appl' : w lions only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter 10D-6, FAC. ark Floor/Equipment Drains or Others and specify item or "NA" if not applicable. Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan dra to {::ale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements, onsite sewage d: . I system ponents and I tion, slope of property, any existing or proposed wells, drainage features, filled areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters, and other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot. Location of any public . a =11 within 200 feet of lot. For r • ences, a floor plan (residences) showing number of rooms and building area of each unit. For nonresidential establishments, a floor plan showing the square footag; of the establishment, all plumbing drains and fixture types, and other features nee,> ry to determine composition and quantity of wastewater. STATt OF FLORIDA DEPARTMENT OF HEALTH APPLIC TION FOR ONSITE SEWAGE DISPOSAL CONSTRUCTION PERMIT-,71 Permit Application Nurnbef4,— JL tvf Ley"' ■■• ■=mr. ■11., gmwm •■■ fib it° 3 Si* .1 -v1.1-, r , .. t. ,"-., , ' , . 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' - t 11 , r -t----t i--;t -1, - -,---- ; ---' ', --j -: - ttt - -•,-• - -- I ti - 1' .---,i t , -- , ' --i r , L - ' ---, '- " r masers...trap,. c.......,,,n14■•■■•■■/aQ C 1--e 7;4 7c COI 6("a 3 510 ,c iY lArieaf .) 6 Li 1-1/1F ty. 6,,,1C r0 p i4 ti Site Plan submitted by: tPtT ) Plan Approved By Signature Not Approved Title Date County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015. 10/06 (Replaces HRS-H Form 401 (Stock Number! 5744-002-40154) witch may be used) Page 2 of 3 STATtOF FLORIDA DEPARTMENT OF HEALTH APPLIC TION FOR ONSITE SEWAGE DISPOSAL:SYSTEM CONSTRUCTION PERMIT Permit Application Number' PART II - SITE PLAN it-c6C1 Scale: Each block represents 5 feet and 1 inch = 50 feet. ,--•Nrt„ I:, ' , 1 '•,. 16 1.'t , t ; . 1 ; . I • : tt • • t t t '' ' : 4 ' '---.^. -', - .-.• - -r - ' , 5 ' '-- 71-7 ' ' . ---, = t- 5, ..,'"„--.5.' ; __=„ L . ' Li__„i. ...._, '..,-,...'''' ''I'l r'LL4'' '7' '''''' '''''-''''''''''' ' ,,:;.--,1. 1-.. 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I- i , f- '-''' f -; ,, f-1--• f f'--1-'-'•f---, 1 -•'T--t-t• i----f-frf•rj I '' { -1---i--- ' ' ' ` •., LH i - f , f---4,-,--;'== f --f---,--i- --f- f-------: ,--,------ 4- -f - f .i----`4.--I.---7-4- ---.i. , - Notes: _ e e 7.„ 7- Site Plan submitted by: Plan Approved By r ; 11, 1717Zk771;;;‘,. t N ‘;'• 'SC" Signature Not Approved 47470.4"i'= Title Date County Health Department ALL CHNGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10/96 (Replaces HRS-H Form 4015 tvhIch may be used) (Stock Nurnber: 5744-092-40154) Page 2 of 3 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. O.M.B. No. 3067 -0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Crawly BUILDING OWNERS NAME PATRICK LEE AND LESLY CASTELLANOS Policy Number BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 560 N.E 95 STREET Company NAIC Number CITY MIAMI SHORES STATE ZIP CODE FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Desaiption, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( ##° -## -##.#F or 11#1111#1/#) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120635 132 COUNTY NAME Miami -Dade B3. STATE FL B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL BB. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER EFFECTIVFJREVISED DATE (Zone AO, use depth ofi mdb ) 0093 J 72111995 3/2/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile CSI FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other ( Descibe): B12. Is the building located in a Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1.A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3.-a4 below amoriding to the budding diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Sedion D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No o a) Top of bottom floor ('cnduding basement or enclosure) 11.28 ft(m) e b)-Top of - 0-t(m) o c) Bottom of lowest horizontal structural member (V zones only) ft(m) o o d) Attached garage (top of slab) 0 t(m) w B o e) Lowest elevation of machinery and/or equipment servidng the budding (Describe in a Comments area) 0 it(m) E o f) Lowest adjacent (finished) grade (LAG) 8.83 ft(m) z o g) Highest adjacent (finished) grade (HAG) 9.13 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o 1) Total area of all permanent openings (flood vents) in Cab 0 sq. In. (sq. an) STATE OF FLORIDA P.S.M. NO. #5101 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTiFlER'S NAME MIGUEL ESPINOSA UCENSE NUMBER 5101 TITLE PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME MIGUEL ESPINOSA LAND SURVEYING, INC. ADDRESS 6494 S.W. SIRE 3, SIGNATURE CITY MIAMI STATE FL ZiPCODE 33155 DATE Aug 30,2001 TELEPHONE 305- 740 -3319 FEMA Form 81 -31, January 2003 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indud ng Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. For Insurance Company Use Policy Number CITY STATE ZIP CODE Company NAICNumber SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Bulking Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is ft(m) _in.(cm) ❑ above or ❑ below (ched( one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cn) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The local official must pert fy this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.I only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHOR® REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community's tloodplain management ordinance can complete Secions A, B, C (or E), and G of this Elevation Certificate: Complete the appic abie items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by she o� fawTo cerify elevaion1n of— rmalion. (Indicate the source and-date of the elevation dain the Comments area I .r G2. ❑ A community official completed Section E for a building locked in Zone A (without a FEMA -issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplaln management purposes. r4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (iindudng basement) of the buildng is: ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooring at the building site Is: _. _t(11 Datum: LOCAL OFFICIAL'S NAME TIRE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 REPLACES ALL PREVIOUS EDITIONS Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/15/2005 Applicant: PATRICK Owner: LEE JOB ADDRESS: 560 NE 95 Contractor Local Phone: Parcel # 1132060140800 Building Permit Permit Number: BP2005 -11 LEE PATRICK ST Contractor's Address: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 5 Page 1 of 2 BLK 55 LOT SIZE 50.000 X 129 Fees: FEE2005 -745 FEE2005 -12053 FEE2005 -12309 FEE2005 -12310 FEE2005 -12311 FEE2005 -12312 FEE2005 -12313 FEE2005 -12314 FEE2005 -12315 FEE2005 -12316 FEE2005 -12435 Description Structural Fee Structural Fee Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Submittal Fee Total Fees: Amount $50.00 $50.00 $300.00 $6.00 $50.00 $2.00 $7.50 $15.00 $10.36 $300.00 ($200.00) $590.86 Total Fees: $590.86 Total Receipts: $0.00 SEP 15 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 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: O'DONNELL DANNWOLF + PARTNERS Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 Attn: Claudio Grande A R C H B T E C T S, a N C.. iY7A COPY The purpose of this letter is to inform the building department that I have inspected the structural work performed to date at 560 NE 95th St. (permit # BP 2005 -11) and find that it significantly complies with the design intent of the permit drawings. The project is prepared for the placement of concrete of the elevated slab. The only remaining structural area not prepared at this time is the exterior stairs. We will proceed immediately with the placement of the concrete slab. Re ards, urt Dannwolf 0-Qc1 O 1 1=1 I0 N -1-I=4 T UIT Q HC]LLYVIOO®ID, 'I . 1 8. C f9 5 .5 1 8.C] `I 1 Aug 2 ,5OC1:73 od +p O`©ONNELL OANNWOLF + PARTNERS Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 Attn: Claudio Grande A R C H I T E C T S, I N Ce CITY C) !7 of The purpose of this letter is to inform the building department that I have in - cte the structural work performed to date at 560 NE 95th St. (permit # BP 2005 -11) and find that it significantly complies with the design intent of the permit drawings. The project is prepared for the placement of concrete for the structure in the following specific areas: 1) Starter columns east and west of the southern window, and concrete masonry and concrete beam under same window 2) Starter columns east and west of the French doors, and concrete masonry under same doors 3) Concrete masonry installation between the south window and the French doors 4) Starter columns east and west of the western window, and beam under same window Areas not prepared at this time are the concrete slab and the exterior steps. We will proceed immediately with placement of concrete in areas noted above along with grouting of CMU cells. Re : ds, f annwolf AIA 4 8 0 1 81-1 6 R I ED N ^.— T 1R E 6 T 8 u 1 T 6 4 2 0 4--1 O L L Y !f0✓ O ®0, G` L. .3 8 0 21 T L. 8 4. 5 1 8. 0 8 8 8 0 4= A >< J ..J- 4. 5 1 8. 0 1 8 1 sns.a 28004 805 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/09/2006 Inspector. Grande, Claudio Owner: LEE, PATRICK Job Address: 560 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition /Alteration Block: Phone Number (305)381 -3404 Parcel Number 1132060140800 Lot: Building Department Comments 560 NE 95 ST Cj Passed Inspector Comments pi„,,,a,4_,,6 �Gctd ,Q1)(--� 40771 -- p„..r..,,,,,D 5 -7,49) -7 -(7 �� N.� /j L__ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 6, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E. nd Avenue Miami Shores, Florida 33138 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Permit No. ,i Master Permit No. CPA 1105 � 01 -113t, ( Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) l E 4 04 1 644#13e # Owner's Address < 0 AJI �`�'. sn City 0,444 t $ & State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 35131 Is Building Historically Designated YES NO 757. wwa - Zip 33/3 Phone # Contractor's Company N Contractor's Address City Qualifier e 0(JI-)ner • Phone # State Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) t ppJ Oft' P w, Phone # ,jay . 5 .; /al® $ Value of Work For this 'ermit 4io i®a Square Footage Of Work: 10o Type of Work: Describe Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * ** * * * * * * *** * * * * * * ** Feed *** * * * * * * * * * * * * * * * * * * * * *** ** Submittal Fee $ 6200. ,,++�� Permit Fee $ V � CCF $ b .00 CO /CC 53.0C) Notary $ Training/Education Fee $ 2 . 00 Technology Fee $ —% •� Scanning $ 16. 00 Radon $ 10.36 Zoning Bond $1300. 00 Code Enforcement $ Structural Plan Review. $ '7 ca / $1642), co Total Fee Now Due $ _5 D (Continued on opposite side) 123 I 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 . %curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv % and a rei pecti n fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this q The foregoing instrument was acknowledged before me this day of �ti 1J 20 ,by P01;a: t ° , day of , 20 , by who is personally to me or who has produced ® y p d who is personally known to me or who has produced As identification auelloshofillig take an oath. as identification and who did take an oath. �0�` �aih�..................... Do-VI/4, o ®, NOTARY PUBLIC: 4 i. �• 0 Sign: r 9 0 : Sign: Print: [ ``f- G .4") Print: 7.; 1.) # DD05806 9 cP : .? * a F* , . kT �Bnded N • O� .w .* * * ***** * ** ** * * *** * ** * * * ** * * ** ge* *** **** **** * * * *** ** * * ** * * * ** NOTARY LIC• My Commission Expires: My Commission Expires: ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * ** * * * * ** * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING F r C E LIVED Permit No. PERMIT APPLICATION I JA 1 i ► t Master Permit No. 1.13 42 COB - f I FBC 2001 I MC CDC —1I[. Permit Type (circle: Building Owner's Name (Fee Simple Titleholder) Owner's Address 5-& 0 f 1 Qe City�)i4M, j y �]] State Ai pr Electri al ' lumbing Tenant/Lessee Name Zip Job Address (where the work is being done) City Miami Shores Village Is Building Historically designated Contractor's Company Name Contractor's Address City Qualifier (-,A-41e3 Mechanical Roofing Phone # 0 %'% — 0 Lie's Phone # /401- County Miami -Dade YES NO V 2 A le, 2__C-27— State Zip Phone # s-g'9 9 2, zip 33/2 5 State Certificate or Registration Norm / ‘P/.3 9' Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Certificate of Competency No. Phone # (Alteration ['New Square Footage Of Work: 4400 ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * ** ** ****** * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ( Permit Fee $ F D' CCF $ 0 . 0 CO /CC Notary $ Training/Education Fee $ 0 . Z0 Technology Fee $ 2 Scanning $3. 00 Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite ide) JA N'19 PAID CHKZSoI Bonding Company's Name (if applicable) Bonding Company's Address 4 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 approve; and a reinspection feyy ll be charged Owner or Agent The foregoing instrument was ackno Iedged before me this day of eV° 1.5 , 2006 by /w' ich. who is personally known to me or who has produced NOTARY PUB IC: Sign: iK —i- Print: CT/4 4/0 As identification and who did take an oath. My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Contractor The foregoing instrument was acknowledged b ore me tt is day of ff / , 20 c')C by 4 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: r ** * * * *I * * * * * ** * ** * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Compliance with Method C of Chapter 6 cite Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-01 for additions of 600 square feet or less, site - installed components of manufactured homes, and renovations to sin le and multifamtiv residences. Alternative methods are provided for additions by use of Form 600B-01 or 600A -01. PROJECT NAME: AND ADDRESS: La, ga l 9enitT BUILDER: 57,o Ale 67 5---41._, 5r, PERMITTING OFFICE: CLIMATE ZONE: 7 ❑ 8 ❑9 :4114,4A1 ,4At S ogA fL OWNER: A At'; & 1 3 3 t 353 PERMIT NO.1 1 1 1 1 1 1 JURISDICTION ND.: 1 SMALL ADDMONS TO EXIS1INC RESIDENCES (600 Square feet or Tess of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2 and 6C-3 apply only to the components of the addition, not to the existing bulling. Space heating, coding, and water healing equipment etficienty levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the bufdmg), Prescriptive requirements in Tables 6C-1 and 6G2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. 1. 2. 3. 4. 5. Single Pane Double Pane 6a. t'7 sq. ft. sq. ft. 6b. sq. ft. - sq. ft. 7. 1) A % 8a. 8b. 8c. 8d. 8e. R= R= R= R= R= 9a -1 R= 0 . 9a -2 R= Al g 9b -1 R= 1t 9b -2 R= 9c Ole lin. ft. sq. ft. sq. ft. sq. ft. sq. ft. "5130 sq. ft. _- sq. ft. • sq. ft. • sq. ft. 10a. R= sq. ft. 10b. R= LI sq. ft. 11. Type: x,s,--7,J 4 SEER/EER: N I- a 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: >X _ EF: I hereby certify that the plans and spy ications covered by the calculation are in compliance with the Florida Energy C PREPARED BY: r % DATE: I hereby certify that this build' s' r• •liance , 'orida Energy Cod . Cod OWNER AGENT: �%7 DATE: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: -1- elTs Climate Zones 7 8 9 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDMONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HOMES. COMPONENT MINIMUM INSULATION INSULATION INSTALLED I EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY UP TO 50% Concrete Block Frame, 2" x 4' R -5 R -11 Double Single Central A/C - Split SEER = 10.0 SEER = 11 o 0 Single SEER = LL Frame, 2' x 6' R -19 • . - Single Pkg. SEER = 9.7 • . - • ..- 1'- .87 0 "- .75 Common, Frame R -11 1"- .78 0'- .61 3"- .87 2 "- .75 1"- .57 0 "- .39 Room unit or PTAC EER = 8.5* EER = Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. Common, Masonry R -3 COMPONENTS SECTION REQUIREMENTS C E K Exterior Joints & Cracks 606.1 To be caulked, aasketed weather - stripped or otherwise sealed. ANY 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Under Attic R-30 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Electric Resistance Recessed LI •hung 606.1 Type IC rated with no penetrations (two alternatives allowed). Air barrier on perimeter of floor cavity between floors. Single Assembly; Enclosed Multi-story Houses 606.1 Exhaust Fans Heat pump - Split HSPF = 6.8 HSPF = HSPF = Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Frame R -19 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided Extemal or built -in heat trap reauired for vertical pipe risers. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a • um • timer. Gas s • a & • ool heaters must have minimum thermal efficien of 78 %. - Single Pkg. HSPF = 6.6 ILII Metal Pans R -13 Insulation is re uired for hot water circulatin • s stems includin • heat recove units . IEK Room unit or PTHP COP = 2.7* HSPF/ = Single Assembly; Open R -10 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Common, Frame R -11 114-- 11 COP Gas, natural or propane AFUE = .78 AFUE = FLOORS Slab-on-grade No Minimum Raised Wood R -11 % Fuel Oil AFUE = .78 AFUE = Raised Concrete R -5 Common, Frame R -11 Electric Resistance EF = .88 EF = . �V Gas; Natural or L.P. EF = .54 EF = v In unconditioned space R -6 ®Qp I E In conditioned space No minimum Fuel Oil EF = .54 EF = See Table 6-3, 6-7 Maximum percentage glass to floor area allowed is selected by type, overhang Iencrth, and solar heat gain coefficient. Maximum% _ 0 Installed % = _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double • . - . • . - - • . - - • . - •.. -. . • . - . • . - • ..- 1'- .87 0 "- .75 0 "- .78 2"- .87 1'- .75 0'- .57 1"- .78 0'- .61 3"- .87 2 "- .75 1"- .57 0 "- .39 2"- .78 1'- .61 0 "- .44 4"- .87 3"- .75 2'- .57 1'- .39 0'- 30 3"- .78 2'- .61 1% .44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS C E K Exterior Joints & Cracks 606.1 To be caulked, aasketed weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. V Recessed LI •hung 606.1 Type IC rated with no penetrations (two alternatives allowed). Air barrier on perimeter of floor cavity between floors. V ilj Multi-story Houses 606.1 Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided Extemal or built -in heat trap reauired for vertical pipe risers. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a • um • timer. Gas s • a & • ool heaters must have minimum thermal efficien of 78 %. ei „ N Swimming Pools & S • - s 612.1 Hot Water PI , es 612.1 Insulation is re uired for hot water circulatin • s stems includin • heat recove units . Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values fisted Components and equipment nether being added nor renovated maybe left blank. 2. ADDITIONS ONLY. Detemfne the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of al glass windows, siding glass doors and glass door panels. Double the area of all non - vertical roof glass and add it tothe previous total. When glass in existing exterior is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. DMde the adjusted glass area total by the conditioned floor area of theaddxlon. Multiply by 100 to get the percent Find the largest glass percentage under with your calculated percentage falls on Table 6C -2. Presaiptives are given by the type ofglass (Single or Double pane) and the overhang (OH) paired with a solar heat gam coefficient (SHGC). Fora given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the soderior walls of the house and being reinstalled in the addftion do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C-2. Al new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated, The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs tomeetthefolowingrequireements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 6 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane dear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system Installed. 5. Complete the Information requested on the top half of page 1. 6. Read •Minimum Requirements for Small Additions and Renovations", Table 6C-3, and check all applicable items. 7. Read, sign and date the "Owner /Agent' certification statement on page 1. -2- Permit Receipt Permit Number: MC -1 -06 -111 Invoice Number: MC -1 -06 -23515 Applicant: PATRICK LEE Company Name: Date 01/19/2006 Payment Type CheckNum Check 2501 Amount $106.30 Total Payment: $106.30 Thursday, January 19, 2006 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Owner's Name (Fee Simple Titleholder) ?t4--t-v,' (J L & E Owner's Address V51li ®, "G '7 S sr City rtl a �� C 1' L7 V: /4, State Tenant/Lessee Name Permit No. Master Permit No. L Building Electrical ,° Plumbing Mechanical Phone # 005-11 Roofing Zip Phone # Job Address (where the viork is being done) S7 C /1J67 6 s' City Miami Shores Villa e Is Building Historically Besignated YES Contractor's Company lame A4sf ' -le Oa; Of-, Contractor's Address q/, 6 / 7 3 r:e'pv County Miami -Dade Zip Phone # 3OS 301 4-5 ! fib t / y� i , j V V l I City MiIot"'N Qualifier Vg 2 00/407 7_ State Certificate or Registration No. -t - w Certificate of Competency No. Architect /Engineer's Narne (if applicable) Phone # 3 or- CS-6- 093 c State P/ Zip 3.e/ J /76V0003y $ Value of Work For thi Type of Work: Describe Work: Permit ❑Addition ❑Alteration Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ Code Enforcement $ ****************************Fees****************************** Permit Fee $ j'e0®° Training/Education Fee $ Radon $ Total Fee Now Due $ (Continued on opposite side) Zoning Structural Plan Review. $ CCF $ CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address r 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 % a reinspectio fee will be charged Signature Owner or Agent The foreg •' g instrument was acknowledged before me this /7 day of II 44 20 - T " by 'i ' - C - Lee who is p- 4onally kno s1/ e . 44 a or who has produced ,iii t ∎ie r 5 • l S-Zti U- / ide , ification and who did take an oath. Signature The fore Z g instrumen day of who is p, nally kn �lVLC R NOTAR ► NOTARY \ <►P�'��, Johennys Gonzalez Sign: "T�� 1 ''' -y ' = Commission #DD24678 Si.�q/ Print: 411111111S1 Expires: Sep 03, 20 f fir .ndectThru MyCommissi, xp es: Atlantic &oadingCc " Inc. My Co , ! �t'� %/ Expires: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** sic******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Co actor was acknowledged before me this ✓ / 20 by V iC Ot S • CvCALZC Z e or who has produced lo ir \J f' cation and who did take an oath. ............. Johennys '` Gonzalez it . Made Bending Co,, bia, ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY• chc 05/13/03 ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ✓��Plans Examiner Engineer Zoning 0 ADDENDUM TO BUILDING PERMIT APPLICATION AN A£PLICATWN FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINEL THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL METER SET (GAS) GAS PIPING ITEM UNIT SPACE HEATERS FEE TER TU3 UNIT FEE ITEM SWITCH CUTLETS UNIT FEE ATH L I GtiT OUTLETS CENTRAL HEATING IDET ISHWASHER !RECEPTACLES l A/C (WIND) A/C (CENTRAL) I�yu SERVICE TEMPORARY DUCT WORK RINKING FOUNTAIN SERVICE SIZE IN AMPS ( REFRIGERATION LOOT DRAIN SERVICE REPAIRAETER CHANGE PROCESS AND PRESS PIPING CREASE TRAP APPLIANCE OUTLETS UNDERGROUND TANKS NTERCEPTOR RANGE TOP ABOVE GROUND TANKS OVEN .AVATORY TRAY 1 WATER HEATER 1 U.F. PRESSURE VESSELS _AUNDRY :LOTHES WASHER I MOTORS 0— 1 HP I STEAM BOILERS HOT WATER BOILERS ! I MOTORS OVER 1— 3 FP MOWER MOTORS OVER 3— 5 HP MECHANICAL VENTILATION 3INK, POT /3 COMP. TRANSPORTING ASSEMBLIES MOTORS OVER 5— 8 HP 3INK, RESIDENCE ELEVATORS/ESCALATORS MOTORS OVER 8— 10 HP 3INK, SLOP MOTORS OVER 10— 25 HP FIRE SPRINKLER SYSTEMS TEMPORARY WATER CLOSET MOTORS OVER 25-100 HP COOLING TOWERS URINAL MOTORS OVER 100 HP VIOLATION WATER CLOSET A/C WINDOW I REI:NSRECTION INDIRECT WASTES I I I WATER SUPPLY TO: I AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER —NEW INST. GENERATORS TRANSFORMERS HEATER — REPLACE , GENERATORS TRANSFORMERS LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL �--- WATER SERVICE SIGN TIRES SEWER CONNECTIONS ."SIGN TRANSFORMERS UTILITY —SEWER s S SIGH,TIME CLOCK UT I L I TY— WATER F I XTI,RES SEPTIC TANK ANTENNA RELAY ! TELEVISION OUTLETS 4 DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL i DOMESTIC WELL AREA DRAIN ( ROOF INLET I SOLAR WATER HEATER FIRE STANT I PE ! POOL PIPING I LAWN SPRINKLER SYSTEM I I I GAS RANEE l � I 1 1 I METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .................. (3 ecti€ 6 Inspection Date: 06/27/2007 Inspector: Devaney, Michael Owner: LEE, PATRICK Job Address: 560 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MASTER ELECTRIC & MAINYENANCE INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)757 -0468 Parcel Number 1132060140800 Lot: Phone: (305)301 -7569 Building Department Comments CONVERTING GARAGE TO A MASTER BEDROOM ELECTRICAL LOW VOLTAGE JUN 2 8 20r Passed Inspector Comments ;P(i)-)-/?____ 7 7e(` e.:)- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 26, 2007 Page 2 of 2 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE CITE P MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 05) 375 -2901 FAX (305) 375 -2908 Traco Security Windows & Doors 5100 NW 72nd Ave. Miami, Fl 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "140 (242 - 542)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 02 -0175, titled "140 Aluminum Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0124.01 Expiration Date: October 17, 2007 Approval Date: October 17, 2002 Page 1 KELVYN A. WHITFIELD MECHANICAL ENGINEER 1000 N.9 110 IR- M&16 FL �g TEL j 1/4 ° -2 3/4° TAPCONS WITH A KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 2.2 118 S2- MAID FL 88161 TEL pea) 659 -1280 FAX. (904) 825 -2570 1 1/4° MIN. EMBEDMENT INTO CONCRETE 0 SEE ELEVATIONS FOR SPACINGS. �p�p// TERN= 1. 8100 N.W. 72 ND. AVENUE IMAM FLORIDA 33189 90 PHONE: (305) 891 -88 1° X WOOD BUCK --mall. O J �� ,- NMI � SERIES: 140 ALUMINOE[ HORIZONTAL LARGE MISSILE i ® © iit l' I ! © 0 © © I I II 11 '44w0 ® r 1 VENT HIEGHT O.: 078 ::::0202:705 ! z SCALE: N.T.B. 0! 12 DWG. BY: D.11 SHEET 2 OF 5 in = W E I.., a W > Q m © m 1-- REVISIONS DESCRIPTION '-' © NO. DATE ' 1 8/28/2 AS PE2 DADE CDUNTY RRQ. 2 8/27/2 AS PE2 DADE COUNTY RI. m KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE #24140 $ 27114 /1/41 App.nda. ova d® d9 90ami Deb Ttadur 0 m Q — . — I `f -I/ `,1 _`� 2.#.� ��; 4.650• a an" suL `6524 = ® O o 4 0-P •i`all.11 1 t,MW v . E 1 /4 °x 2 1/2° TAPCONS WITH A 1 1/4° MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. VERTICAL CROSS SECTION 1/4' MAX 1/4' MAX KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 NJ; 116 8f- MO FL 38101 MIL. (8os) 852 -1830 FAX. (805) 585 -006 SHIM -.- 1/4' -2 1/2" TAPCONS WITH A 1 1/4' MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. SPACE SHIM SPACE f INTERI ❑R -.r VENT WIDTH VENT WIDTH f 1/4 " -2 1/2' TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. TODNEED ' Doce,112, 5100 MIAMI FFLORIDAE331556NUe PHONE (306) 591 -8900 D.L,O, ! ' 4 D,L,❑, ' 0 ® Q ® Q 26 t a }4 •1 0 © .. �, ' * SERIES: 140 ALIIID UM HORIZONTAL SLIDING WINDOW LARGE MISSILE • a' C : ''' JOB NO.: 02-0175 •• d' : ® � � -2 -�1-jr 1� Q DATE: 02/11/02 J SCALE: N.T.B. r ®® m DWG. BY: D.M '. O © ® ® O 8303272 3 OF 5 REVISIONS DESCRIPTION 4 1' X W000 BUCK 1' X WOOD BUCK NO. 8175 1 6/28/2 69 PER 8605 0 U6W 26 . r--- 32 —..-1 D.L.O. MAX WIND ❑W WIDTH 2 6/27 /2 MRS D!➢B COUNTY BEQ. KELVYN A. WAD MECH. ENGINEER. FIA• PE # 21140 (51 Via EXTERI ❑R e �� - -- HORIZONTAL CROSS SECTION /// i I ..411 r/ , �� %N 8 Apps�dsaomFMa9*�tl1e D I o2 Mhmt Dots Product Cozad O L + KELVYN A. WHITFIELD MECHANICAL ENGINEER ire i72 . U8 BR- (05) MAW 22 ama AL (805) 8�8878 ulltSefil w�/ MOO >N� �e ' ND. PHONE. (305) 591' 8880 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW 2.816 _ r I 1.266 2.962 4.185 nn L —� 0,289 t 2.911 r 0.127 0.070 0,759 1.582 jl 0,063TYP 1.138 n n r 2,404 ` 4 {1.075 i 1.802 -i 2.816 1.297 2 816 3,679 0.063TYP. 1 0.422(2) 1 0.079 0.070 SILL TRACK INSERT(SEG 050 -739) LARGE MISSI1 E JOB NO.: 02 -0176 2.848 II I 1.772 FRAME JAMB (SEG 050 -572) 0.444 2.658 DWG. NO.: 02 -0176 DATE: 02/11/02 MAIN FRAME SILL(SEG 050 -737) FRAME HEAD(SEG 050 -757) SCALE: N.T.B. DWG. BY: D.M SHEET 4 OF 6 REVISIONS DESCRIPTION N0. OA18 t 6 /28/2 A8 PER 0106 COUNTY REQ. 1.709 —lo- kw— 0,079 2 8/27/2 AS PEI 011E C001iTY Ea b- 0.984 0.966 0,277 H- 0.101 KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 Si27(0Z %�j� G/� lr 2,296 2.161 0.886 2 286 13.311 L350 1.585 -.1— ApNo`cda'eomrb�iwlm0,o 2 0,106 --- 0.844 —� -� Ad 7 NOM • 41 i•1Y IVY JAMB ADAPTER(SEG 050 -741) SILL ADAPTER (SEG 050 -738) 0,791 SILL WIN LOAD ADAPTER (SEG 050 -740) BILL OF MATERIALS I r KELVYN A. WHITFIELD MECHANICAL ENGINEER 1008 P.8 116 sr- Rua PL. met 91gi. (w) ass-1ava Fix. (y5) �� ITEM DESCRIPTION PART NUM. ALLOY/TEMP COMMENTS I-0— 2.091 1 FRAME HEAD 050 -757 6063 -T5 SEG -757 MILL FINISH 2 GLAZING BD. 050 -759 6063 -T5 SEG -749 MILL FINISH 1.335 x,632 2,320 1.054 3 SASH TOP & BOTTOM RAIL 050 -570 6063 -T5 SEG -570 MILL FINISH 0.927 [0.088 0 J1J 1�1CD Seesstrfiludoss &1arusjos• 5100 N.W. 72 NO. AVENUE MIAMI FLORIDA 33158 PHONE (308) 891 -8890 Ste. 140 ALUMINUM HORIZONTAL BLmfiIG WINDOW LARGE MISSILE 4 MAIN FRAME SILL -b50 -737 6063 -T5 SEG -737 MILL FINISH 11 i 0,722 5 SILL ADAPTER -•:050 -738 6063 -T5 SEG -738 MILL FINISH SASH 0,046TYP, 6 SILL TRACK INSERT 050 -739 6063 -T5 SEG -739 MILL FINISH —! 0 723 t 7 SILL WINDLOAD ADAPTER 050 -740 6083 -T5 050 -740 MILL FINISH 0,088 -571) 1.335 8 FRAME JAMB 050 -572 6063 -T5 SEG -572 MILL FINISH 9 JAM ADAPTER 050 -741 6063 -T5 SEG -741 MILL FINISH MEETING RAIL (SEG 051 2,320 —► 10 SASH SIDE RAIL 051 -742 8063 -T5 SEG -742 MILL FINISH SASH SIDE RAIL(SEG 051 -7421 11 SASH MEETING RAIL 051 -571 6063 -T5 SEG -571 MILL FINISH JOB NO.: 02 -0175 0,056 DWG. NO.: 02 -0175 12 FIXED MEETING RAIL 051 -573 6063 -T5 SEG -573 MILL FINISH DATE: 02/11/02 13 FLAT BAR 050 -004 3/16' X 1° i H 1-.1-- 0,158 1,688 1,054 I 1 0,088 SCALE: N.T.S. 14 WHEEL HOUSING 014 -005 --- --- - 0,844 DWG. BY: D.M 15 WHEEL 014 -044 .750 DIA. NAT. ACETAL SHEET 5 OF 5 16 17 DOWEL PIN WSTPoPPMG (at sash 6 &Trail) 015 -041 047-014 - - -- F1N-SEAL .150 DIA. X .550, BRASS .360 X .187 BACK OTYP, ' — f REVISIONS DESCRIPTION t -a-- 0,0 18 SWEEP LATCH 007 -016 -- WHITE --is.] 0839 H 0.844 H I I SASH TOP & BOTTOM RAIL(SEG 050 -570) NO. Dl7E 19 W'STRIPPING 047 -014 FIN-SEAL .360 X .187 BACK -7591 1 6/25/2 AS PBS DADE 00121Y BEG 20 SCREW ® MEETING RAILS 000 -000 -- -- - --- #10 X 2.000,PhPH SMS 2 8/27 /2 AS PER DEE 00DI11Y mg. 21 WEEP COVERS 014 -063 ----- GLAZING BEAD (SEG 050 KELVYN A. 'WHITFIELD MECH. ENGINEER. FLA. PE 414 $ 27 cr( / /�/ G / 22 23 FRAME ASSEMBLY SCREW MEETING RAIL ASSEMBLY SCREW 012 -835 012 -130 - - -- #8 X 1.000,PhPH SMS #10 X 1.000,PhPH SMS -�� -0,088 --- 24 SASH ASSEMBLY SCREW 012 -835 - -- 8 X 1.000,PhPH SMS 25 SWEEP LATCH SCREW 012 -830 STAINLES STEEL #8 X .750, PhPH SMS, SS 26 WINDLOAD ADAPTER SCREW 000 -000 STAINLES STEEL 4 PER OUP SINE AS 25x1. SCABS 27 SEAM SEALER(at frame, at sash) 024 - 019 ------ SM 5504 1 28 SILICONE SEALAM(at fxd., at sash) 024- -- -- DOW 1199 OR 995 2,953 LI 0.070TYP, T2.109 1.581 l 1 29 GLAZING BEAD CASNET ( FXD, Vf) 046 -014 W'SIP.,BlILB VINYL WV- 3134,BKL. 1.969 Approvvl tl`OID P1wWr : D pus I • WI No 4,adrs:vi v d`ProdaetCauid 30 SETTING BLOCK 046 -103 ------ WV5848 SANTOPRENE + 31 BUMPON SPACER 014 -049 - --- .150, SJ -5306, CLR 32 1/4°- 2 3/4° & 2 1/2° — TAPCONSEE Ems. FOR SPEC. LENGTH 33 SILL RISER --- .032 THK. z 4.6 SI{L MEM YELL 1.147 ----- MEETING RAIL 1.891 (SEG 051 -573) SEP 0 1 2A05 MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71 Progress Avenue Cranberry Township, PA 16066 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " Doral 3" Outswing Aluminum Patio Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. 04- 113 -0014, dated 1/21/04, titled "Series "Donal 3" Outswing Aluminum Patio Door - L.M.I. ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed by Frank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -land E -2, as well as approval document mentioned above. The omitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0122.17 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Page 1 Traco Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04- 113 -001A, 1/21/04, titled "Series Doral 3 Outswing Aluminum Patio Door - L.M.I. ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed by Frank L.Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10/29 - 11/25/03, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind PressureLoading per FBC, TAS 203 -94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P E 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 1, dated 10/14- 16/03, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared signed and sealed by Frank L Bennardo, P.E., dated 1/16/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Kaeosee"A E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0122.17 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Traco Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to • "Solutia Inc." for "SaflexlG PVB Interlayer for Laminated Glass" dated 05 /17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of code compliance, dated January 16, 2004, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 16, 2004, signed and sealed by Frank L Bennardo, P.E. G. STATEMENTS 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (1 BC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0122.17 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 CLUSTER OF (3) ANCHORS (REF ANCHOR NOTES, SHEET 3), AS SHOWN, EXCEPT FOR #12 SCREW OR 3/16" TAPCON INTO WOOD OR WOOD BUCK WHERE (4) ANCHORS ARE REQ'D., 3° MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) TYPICAL ANCHOR OVERALL FRAME HEIGHT (96" SIDELITE PANEL WIDTH (36" MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES SIDEUTE D.L. OPG. Z 0 TYP. JAMB FASTENING CONFIGURATION, 1 1 0 a 0 Oo J i LEAF PANEL WIDTH (36" MAX) OVERALL FRAME WIDTH (144° MAX) (4 CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) LEAF PANEL WIDTH (36" MAX) SIDELITE PANEL WIDTH (36" MAX) OEXTERIOR ELEVATION: SNAP - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, or XX CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 12" MAX TYP 0 GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 2. A 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS DOOR SYSTEM. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. � 6" �Mp�jX .J 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORT 40021- 1007 -03 BY HURRICANE TEST LABORATORY (HTL). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZED WITH 7/16° LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. .+aIPlrxnr DESIGN PRESSURES: +55 PSF / -60 PSF MAR 2 "colt 4 .Pn. SWEET: 1 of 6 X \ \ \ \ CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) LEAF PANEL WIDTH (36" MAX) SIDELITE PANEL WIDTH (36" MAX) OEXTERIOR ELEVATION: SNAP - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, or XX CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 12" MAX TYP 0 GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 2. A 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS DOOR SYSTEM. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. � 6" �Mp�jX .J 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORT 40021- 1007 -03 BY HURRICANE TEST LABORATORY (HTL). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZED WITH 7/16° LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. .+aIPlrxnr DESIGN PRESSURES: +55 PSF / -60 PSF MAR 2 "colt 4 .Pn. SWEET: 1 of 6 CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3° MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) E HEIGHT (96° MAX J LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES FRAME WIDTH - TESTED SIZE =148" SIDELITE PANEL WIDTH (36" MAX) • SIDEUTE D.L. OPG. P. JAMB FASTENING CONFIGURATION, AS SHOWN a 0 0 K I I 0 I \ \ / / / / / \ \ © / v / X \ \ \ \ \ m - \ X / / / / / / f SIDELITE PANEL WIDTH (36" MAX) 2" 24" 1 MAX--.- TYP ,..- I I 0 I 1 1 / ©EXTERIOR ELEVATION: TUBE - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CONFIG USE TYP. IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 6" Mir TYP 1 J 7/16" LAMINATED GLASS: 3/16" HS x 0.090" SOLUTIA SAFLEX PVB x 3/16" HS ADHESIVE BEDDING COMPOUND 5/8" TYP GLAZING DETAIL (LEAF OR SIDELITE) FULL SCALE DESIGN PRESSURES: +90 PSF / -90 PSF 1u` Ow A1e,14 WU a X Z 111 004? 9 4 m m 3 IQ FEVIBlONS _WEfi�;IPrI i bATE_ it %n:i�ii:.i.= ° c R ,G SHEET: 2 oi=6. EXISTING STRUCTURE (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) w w SEF.ANCHOR NOTES FOR ANCHOR ES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS & SPACING. FRAME WIDTH PERIM. SEAL BY OTHERS GLAZING 0 1/4° SHIM MAX. BY INSTALLER NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. 1/4" MAX. SHIM BY INSTALLER ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL EXISTING STRUCTURE (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. USHBOLT ACTIVATION LEVER ON INSIDE TOP AND BOTTOM AT ACTIVE PANEL EMBgo 411 i�ool� N NO SILL RISER REO'D WHEN SNAP MUWON I8 USED. SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS & SPACING. C1 FIELD APPLIED SEAL •• EXISTING a STRUCTURE OSECTION OF RESIDENTIAL DOOR HALF SCALE EXTERIOR OASTRAGAL DETAIL HALF SCALE FRAME WIDTH MASONRY OPENING PERIMETER SEAL TYP. BY OTHERS SEE ANCHOR NOTES FOR ANCHOR TYPES AND. SEE ELEVATION FOR LOCATIONS & SPACING. 1/4" OJAMB DETAIL HALF SCALE ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), GROUT - FILLED BLOCK (MIN 2000 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE Das (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2° EDGE DISTANCE FOR AU.. ANCHORS INTO GROUT - FILLED BLOCK OR CONCRETE, AND MINIMUM OF 1 -1/2° EDGE DISTANCE FOR ALL WOOD ANCHORS. 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO 2x WOOD BUCK OR WOOD STRUCTURE #12 SMS, 3/16° OR 1/4° TAPCONS (ITW OR ELCO) WITH 1 -1/2° MINIMUM EMBEDMENT. TO CONC OR GROUT - FILLED BLOCK (DIRECTLY OR THRU lx OR 2x WOOD BUCK) 3/16° OR 1/4° TAPCONS (ITW OR ELCO) WITH 1 -1/4° MINIMUM EMBEDMENT TO CONC OR GROUT - FILLED BLOCK. mm ef w LL xz.' a, w DPP; DOIOQ iMilg REVISIONS DESCRIPTION Pare SHEET: 3 OF 6 r FJasT1NG STRUCTURE \ (OPTIONAL IX OR 2X WOOD ` SEE ANCHOR NOTES in w BUCK NOTSHOWN) ` FOR ANCHOR TYPES AND EMBEDMENT. m SEE ELEVATION FOR d d w I LOCATIONS & SPACING. 'ERIMETER SEAL (BY OTHERS) 0 W LLJ I/4° SHIM MAX. BY INSTALLER ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. O ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULLION PARTS TOGETHER. EXTERIOR FRAME WIDTH MASONRY OPENING 1 /4" SHIM MAX BY INSTALLER PERIMETER SEAL BY OTHERS FRAME WIDTH D SECTION OF SNAP - MULLION SIDELITE HALF SCALE #8 x 2112° PH SMS SEE ELEV. FOR LOCATION • O ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. SEE ANCk R NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION • FOR LOCATIONS & SPACING. ®SECTION OF SIDELITE HALF SCALE EXISTING STRUCTURE EXISTING STRUCTURE (OPTIONAL IX OR 2X WOOD BUCK NOT SHOWN) mm EXTERIOR FRAME WIDTH e • 2" EXISTING STRUCTURE (OPTIONAL IX OR 2X W000 BUCK NOT SHOWN) •EMBED 0 l .SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. r7 SEE ELEVATION FOR LOCATIONS & SPACING. MASONRY OPENING PERIMETER SEAL BY OTHERS FRAME WIDTH Sb SECTION OF TUBE - MULLION SIDELITE HALF SCALE d 1/4" SHIM MAX BY INSTALLER irEXISTING STRUCTURE (OPTIONAL IX OR 2X WOOD BUCK NOT SHOWN) D EMBED C SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. P. SEE ELEVATION FOR .LOCATIONS At SPACING. s.r WINS* 37� in t J- 2 wua ma X Z % w FIWZ O4' al r; REVISIONS DESCRIPTION DATE suEET: 4 of DOORFRAME TOP CORNER SEALANTS: ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MOREHEAD 5504 SEALANT. HINGES: 4° LONG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2° ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2° FROM TOP & BOTTOM AND AT MIDSPAN LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2° FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF SIDELITE FRAME TOP AND BOTTOM CORNER AT MULLION GLAZING INSERT FASTENER SPACING REVISIONS DESCRIPTION ■?itlaa:e= -01011AI 100:00'_ SHEET: 5 of 6 MATERIAL LIST ITEM NO. PART NUMBER= QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -338 1 /DOOR 2 /SIDELITE ATRIUM FRAME HEAD ATRIUM FRAME HEAD OR SILL 6063 -T6 TIFTON OR EQUN. 2 050 -389 '- 2 /4AEAF DOOR LEAF TOP & BOTTOM RAIL 6063 -T5 ALUMAX OR EQUIV. 3 050 -002 1/ WELITE SNAP CANTILEVER 6063 -T5 - 4 050 -763 4/ GLASS LITE GLAZING SUB FRAME 6063 -T6 TIFTON OR EQUIV. 5 050 -138 1 ® DOOR THREASHOLD 6063 -T5 ALUMAX OR EQUN. 6 050 -292 2/ DOOR 1/ SIDELRE ATRIUM FRAME JAMB 6063 -T5 TIFTON OR EQUN. 7 051 -394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 -T5 TIFTON OR EON. 8 050 -455 1/ LEAF GAP CLOSURE 6063 -T5 TIFTON OR EQUIV. 9 - - - - - 10 H -1006 AS REQD. 2° X 4° TUBE MU WON 6063 -75 TRECO OR EQUN. 11 050 -124 AS READ. 1" x 1 1/4° X 1/8° ANGLE ALUMINUM - 12 050 -764 AS READ. GLAZING BEAD 6063 -T6 TIFTON OR EQUIV. 13 012 -00 -401 AS REQD. #10 X 1/2° FLAT HEAD SCREW - - 14 AS REQD. - 1/8° SHIM PLASTIC - 15 - 8/ FRAME #10 X 1° DOOR FRAME ASSEMBLY SCREW - - 16 007- 14 -039A AS READ. 000R HANDLE - MARBOLLO 17 - 4/ LEAF 1/2° SELF LOCK NUT STEEL - 18 - 2/ LEAF 1/2° ROD (2 X PANELS) STEEL - 19 - 4/ LEAF 1/2° FLAT WASHER STEEL - 20 - 4/ LEAF 1/2° REGULAR NUT - - 21 051 -181 3/ LEAF HINGES - - 22 007 -10 -051 2/ LEAF STANDARD FLUSH BOLT - - 23 - 4 #8 x 1/2° SMS - - 24 20 -4164 AS REQD. BULB VINYL VINYL - 25 - 4/ LEAF BLOCK ROD GUIDE - - 26 050 -10 -765 1 SILL RISER ALUMINUM SILL RISER 27 - 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS) ALUMINUM - 28 047 -10 -014 AS READ. FIN SEAL WEATHER- STRIPPING - - 1.750 0.530 1- 1,187 0.062 GLAZING SUBFRAME THRESHOLD 4.000 0.125 0.063 J 4.000 1.750 0.078 - r 0.093 0.750 DOOR STILE 2.000 H -1006 TUBE MULLION 0.078 4.000 0.500 ATRIUM FRAME HEAD /SILL 1.500 r0.078 ...--- 0.500 4.000 3.500 -- -J DOOR FRAME JAMB -1 1.057 0.091 T 0.975 .J SILL RISER 0.652 0.050 - 0.580 o,3SOT�� _L_- L� 0.e75 lti GLAZING BEAD 0.795 0.705 t GAP CLOSURE 3.500 0.078 0.5001 DOOR STOP 5.000 1.750 -- 1.625 -j 0.078 -- 0.078 DOOR TOP/ BOTTOM RAIL Ada B.e y x NOM ► .,S+iPA•Allf OZ W REVISIONS DESCRIPTION DATE SHEET: 6 of 6 4 glE EU Ct E SEP 0 1 2085 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 t ie Permit No. Master Master Permit No — 11 Permit Type (circle): Building "IectricaN- Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) %44-v t L, (j3 E Phone # Owner's Address C % 0 % S 5 7-- City 4- rr C 1N age') VI State Xt. Zip Tenant/Lessee Name Phone # Job Address (where the y''ork is being done) City Miami Shores Village Is Building Historically Designated 0 fv6- 9S sr - County Miami -Dade YES Q 0) Contractor's Company Name v e A4'I 41 tf . Phone # 3 or 6 3 C Zip Contractor's Address q)4,(0 fit®° -® / 7 3 • r44/> City titA t State pf,, Zip 33 o/ 2 Qualifier VIr t oy, C 001,‹ I —L_ State Certificate or Registration No.1-17-- ® °i/3 i 7 Certificate of Competency No. 976 00° D Architect/Engineer's Narhe (if applicable) Phone # $ Value of Work For this Permit) 50 lam' Square Footage Of Work: Type of Work: ['Addition DAlteration ❑New ❑ lace Re air/Re p p ❑Demolition Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees , * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Permit Fee $ CCF $ CO /CC. Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 A11NIDAVIT: 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 apps. d and a reinspecttiion fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged be e me this (7 day of 20a , by " YC, }-ei �.�2 , it oduced Ve,, r/ who is p onally known to me or who as NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature ntractor The foregoing instrument day of nt was acknowledged before me this 20 ( by ) L Q 9U S • COITZGGb e d N 1 S who is p sonally known to me or who has produced vi ie who did take an oath. TARY PUBLIC: Jahennys Conn - . ti Cosmoses es #DD2467� * * * * * * * * * * * * * * * * * * ** Sign: Print: My Commission ho did take an oath. '. . Johenn s Gonzalez non #DD246/80 rie es: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN ArPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, TH}E, OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL OA!: PIPIK• TEM 71.E UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE ATM LIGHT OUTLETS CENTRAL HEATING IDET ISHWASHER RECEPTACLES A/C (WIND) A/C (CENTRAL) SERVICE TEMPORARY ISPOSAL FOUNTAIN SERVICE SIZE IN AMPS I DUCT WORK RIRKIIAS ,OOt DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION PROCESS AND PRESS PIPING TRAP APPLIANCE OUTLETS TERCEPTCR NTER RANGE TOP UNDERGROUND TANKS OVEN ABOVE GROUND TANKS .AVATORY WATER HEATER I U.F. PRESSURE VESSELS .AUNDRY TRAY MOTORS C- 1 HP ( STEAM BOILERS WASHER ;LOTHES HOT WATER BOILERS ;HOWER MOTORS OVER 1- 3 HP /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION SINK, POT MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, RESIDENCE MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS SLOP SINK, MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS WATER CLOSET TEMPORARY MOTORS OVER 25-100 HP COOLING TOWERS URINAL WATER CLOSET MOTORS OVER 100 If VIOLATION INDIRECT WASTES I A/C WINDOW REI:HSP.ECTION I WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER I GENERATORS TRANSFORMERS / S"KW 1 HEATER -NEW INST. r I GENERATORS 'TRANSFORMERS HEATER - REPLACE I GENERATORS TRANSFORMERS I LAWN SPRINKLER -WELL SPECIAL PURPOSE SW I MA I NG POOL OUTLETS COM4ERC I AL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F I XTURES SEPTIC TANK r I ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4 TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC ELL AREA DRAIN: ROOF INLET i I SOLAR WATER HEATER 1 FIRE STANEP IPE , POOL PIPING LAWN SPRINKLER SYSTEM: I I I I GAS RANGE i I METER SET (GAS) I I I OA!: PIPIK• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 05 -11 Page 2 of 2 August 23, 2005 BUILDING CRITIQUE SHEET 2nd Critique The items below were not corrected from previous critique of 1/13/05 ddress mechanical comments. (Provide Energy Calcs) lans must be reviewed and approved by HRS. 3. Su it two sets of NOA's for all new openings. FBC 1626.1 4.. ere is not enough information on plans to do a complete review. 5 +0 s -110011 'Mob /pub 4Zprie Hgs flier J rx� SC+gC 4r'o4 i-'Sd YLreccs lc� . DIgV1 Follow the procedures for submission of cor ecteu plans for' our 5��% p p Y re- submittal. Page 1 of 2 /05 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS, 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. Claudio Grande CBO 305 - 795 -2204 ext. 430 Page 2 of 2 • Miami Shores Village Building Department Permit No. Page 1 of 2 1/13/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CVdress i al and omments. Plans must be reviewed and approved by HRS. 3. S //mit electrical, mechanical, plumbing and roofing permit 'I plication. Submit two sets of NOA's for all new openings. FBC 1626.1 Provide design pressures on new openings. Provide size, grade, species and spacing of floor joists. How is 2x8 ledger attached to exterior wall? Provide a floor framing plan. 7. There is not enough information on plans to do a complete review. BUILDING CRITIQUE SHEET BP 05 -11 mechanical Follow the procedures for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 1/13/05 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. 8161 Job Name BUILDING CRITIQUE SHEET WA-if eA, CV Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS- Job Name 4E6 56-0 AIL=-'/ 5. S/ /it./ & eivezzie STRUCTURAL CRITIQUE SHEET W y,, /06- et eel lq-edzic, -41,1p .,---z-v c', R. kr pa '7', Net-5j Ce4.5e M en/ a) , f rt n Pa ej-:51 CV: / a fVeed 6,-;,,,Z4--zi....i.:4;16;,%, 741-1_ 47.-fe 1,71 44 7P-f;5 i.iye e7,-, 4i} ie4 C5645 liz.,',' , , 4' dtrer. - 5 kw /9 y--e5 5 em,e 5 (TV—) eZi..-' 514 ki g" Mee-si 1---y,e, rK,i4i.',7, Piarz - 2-k&E-) ii&i.1 e,L7Dn', 6) iv'e ed 5 l'‘'i V' /d r c„/, cf-/ ea 4-/-a 57 e1-e x - i I: 621--42-1e- dear" 1 ir c-'ilin--, "t" P-ei pill ce-11 e,-,... -5-ede- el i)r-4-4:7 itifileii.:44z- i d.; cia.rs. 5.-e. �c See:. 21Z1, 2-/2. , 111 17 5ec. so4 '3 Et- 32 (C Vert i4 - /1 e _51741;4- g_) Dla.iii block ceii i-a, eillern A l'it). 6ett r s e 5' 5e6; 1122..2 reiLe Yecb61t. ii ra ti z 9e,fr--/- 5 e 144 Pi-fad -N1J, 4re vet-4 pile Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e' Permit No. i‘e Job Name ELECTRICAL CRITIQUE SHEET /eL WI a, - o4',0A -W 'CO fdPe e A le S 6,20,_1- - 74/e, z 1 C4 C �.g `ell 5 /i-dl ir'ol4te'v r 72p f d I 0*freiT o rhiae 0-fee/re Prer°ee- r e"A$ re" ;' w Xpie/ JOB ADDRESS APPLICANT PHONE# APPUCATION 46-e4-6 e- SHEET OF MISCELLANEOUS CRITIQUE SHEET SAO /ice 75- 57 t PERMIT NO. ADDRESS: MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL t. Subject to compliance with alt Federal, Stat Coc aty.Vpiage rotas end regulations. Wage msuatt no respansibtlity for accuracy oflor results fro those plans. 2. Thls copy of plans must be available c Wilding site or no inspection will he conducts DATE ZOdVIJVG • COMMENTS INITIALS S ( /U8-- c viKid,U ce 7 Y/=l0177-7- N S° (Vcv S) / m46---71)5/6/17S D/i' dx,( C/t/7/i (1T) L� 11� Sc ,09-711- - - ( C: IN -g A/%" /w ')G %S 57 4- T- 5 7VeYtAi ,' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Namei4 Sea ms PLUMBING CRITIQUE SHEET F it E Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 105 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET 1,1 LEGEND OF SURVEY ABBREVIATIONS M MAINT MH NO. .T.5. B. 0/5 O/W P PAR PB PC PCC PCP PG PI PK PCB POG PP PRM PRC PT PVMT REC RCP RES RET RNG R/W SAN 5BT SCN 5E SEC SEW SN&D SP SP &C 5R SRC STA STM STY SUED T TB IBM TRANS STWP TYP UE UGD WD WM WV ALU AS B/C BCR BLDG BLK. BM BNDY B/W C CB CB5 CD CJB CLF CM CMP CONC. COR. COV. D DB DCR D.E. POT E/F E/P E/W ELEC. ELEV. ENCL. EM ESMT F/C F/L FF FH FIP FIR FN END FN&D FN &T FP&L GAR GAW HW ID INV IR IF L LB LC LD LFF LP 15 DI "G CORNER ARP COUNTY R BUILDING BLOCK BENCHMARK BOUNDARY BACK OF WALK CALCULATED CATCH BASIN CONCRETE BLOCK STRUCTURE CHORD DIRECTION CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CORRUGATED METAL PIPE CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY, IDENTITY INVERT IRON ROD IRON PIPE LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LIGHT POLE LAND SURVEYOR MEASURED MAINTENANCE MANHOLE NUMBER NOT TO SCALE OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OR REVERSE CURVE POINT OF TANGENCY PAVEMENT RADIUS OR RECORD RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #6463 SCREEN PORCH SET 1/2" PIN & CAP LB #6463 STATE ROAD SET REFERENCE CORNER STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WOOD WATER METER WATER VALVE Phone: (305) 740 -3319 740 -3320 MIGUEL ESPINOSA LAND SURVEYING, INC. LAND PLANNERS — SURVEYORS 6494 CORAL WAY MIAMI, FLORIDA 33155 Fax: (305) 669 -3190 Legal Description: Lot 5, Block 55, of MIAMI SHORES SECTION NO. 2, according to the plat thereof as recorded in Plat Book 10, at Page 37, of the Public Records of Miami -Dade, Florida. Certified To: PATRICK LEE AND LESLEY CASTE LLANOS; CLEAR TITLE SERVICES, INC.; ATTORNEYS' TITLE INSURANCE FUND, INC.; EASTERN FINANCIAL MORTGAGE CORPORATION, its successors and /or assigns. Community Number: 120635 Panel Number: 0093 Suffix: J Data of Firm Index: 3/2/94 Flood Zone: X Date of Completion: 8/28/01 Updated Survey: 5/5/05 Property Address: 560 N.E. 95 STREET MIAMI SHORES, FL 33138 Survey: M5710 40.00' F.1/2.P W /N0 /ID 1 28.75' scale: 17 20 F.1 /2.P W /N0 /ID phlai�- Parkway Parkway 25.20' Block Corner PL Tile PL 30.50' F.1/2.P W /N0 /ID 0 0 a LO 0 al F I rn -••-- 28.50' 75.10' 0 ONE STORY 4.90' '\ � B Resi560ce 0 • 55.90' ai N N 14.30' ai Grass . • 0 x 128.75' x v a y F.1 /2.P W/NO/MI GENERAL NOTES: I) LEGAL DESCRIPTION PROVIDED BY OTHERS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER. RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. -1) ONLY VISIBLE ENCROACHMENTS LOCATED. 5) WALL TIES ARE TO THE FACE OF THE WALL. 6) BEARINGS REFERENCED TO LINE NOTED AS B.R. 7) NO IDENTIFICATION FOUND ON PROPERTY CORRNERS UNLESS NOTED. 8) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL 9) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. /0) ELEVATIONS IF SHOWN ARE BAS D UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. 11) THIS ISA BOUNDARYSUR Y UNLESS OTHERWISE NOTED. / HEREBY CERAT THIS BOU ,A t SURVEY ISA TRUE AND CORRECT REPRESENTATI SURVEY P •A . ; D UNDER MY D CTION. Ili I iip GU /IL ES •I I fp` s. r '.S.M. NO. 510 TATEOFFL DA SIGNED FOR THE FIRM HIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSE ONLY. EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM IT IS CERTIFIED. MI6UEL ESPINOSA LAND SURVEYING, INC. 6494 S. W. 24 STREET MIAMI, FLORIDA 33155 PHONE: (305) 740 -3319 LB # 6463