The URL can be used to link to this page

550 NE 96 St (10)MIAMI SHORES VILLA BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Request Date_ L `" G 3 (0/2 -/ Type Insp'n c C% Permit No. S G ( f S 5 Name �g6 Address — A E. s� Company Phone # Inspection Date �^ ! Approved Re- Insp'n Fee as' few 4219 hi, a &o e r„ GT) M ( Sir'cd � C) i— Piro e‘ cil St /ems c. `� 6-4°‘0'e e's G w BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Contractor's Company Name P/ //4472. 2 Contractor's Address /15 — Cit /1/ 4--si / State I . v, GrD�- h,4 - 7 2-7-0 State Certificate or Registration No. 6 3 (� $ Value of Work For this Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P44.- Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I / 4 '4 Phone # Owner's Address quo a / / U / / /�e .7.756,4-pup /`n p Cit / 67 pa State - Zip J� � 2 4 Tenant/Lessee Name Phone # `~ Job Address (where the work is being done) ✓ J 40 .Vc q ' ST City Miami Shores Village County Miami -D de Zip Is Building Historically Designated YES NO Qualifier Certificate of Competency No. Architect/Engineer's Name (if applicable) ,, /4' ' A- • 'stsx0/ 1 Phone # Q - 0-S / d Type of Work: . ❑Addition 91 ['New y • 7► ❑ Repair/Replace ❑ Demolition Describe Work: 1241 7L0/.. [ T�l Q ��' t, ' am ' G') . Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * ** Zip Permit No. 1 35 / 75 * * * * ** * * * * * * ** L: WED i El 2 ?fin{ j Master Permit No. OP 03 " ($.3 lg4i -72 - f 3ef Phone # ‘05-9/1-est71 Submittal Fee $ Permit Fee $ 3 Notary $ Scanning $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ �f (Continued on opposite side) Training/Education Fee $ Radon $ Zoning CCF $ CO /CC Technology Fee $ Bond $ A ,, KIMBERLY R. HARRIS ,A� . ry Public, State of Florida P ;1 ;:: v. 23, 2007 N0. D .by ty4 / Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 40 /�'' Mortgage > eider'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 .p permit and that all work will be performed to meet the standards of all laws regulating construction in tliis `I uftlerstand that a separate permit Situ"st be.,saure$ or ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TAK(S and A IR.CQNDITIONERS.,.F,TC...�. . . OWNER'S AFFIDAVIT: I certify that - allthe foregoing information is accurate and that all work will betioh6 mp pane With all applicable laws regulating constructipn and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO: YOUR PROPFRTY, . IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER .OR AN 'ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant :: As a condition to the issuance of a building' permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspgction fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this c2t» h day of , •20 04 by dab who is personally known to me or who has produced �(� 04'. who As id onfl c»hn rti NOTARY P :Lltr Chc 05/13/03 APPLICATION APPROVED BY: Sign: .Q Print: ,i w 6J/4' My Commission Expires: 14) V. Z3 2007 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contractor 19V, , 20� by l ( W. � known to me or who alas produced ye( . as identificati .�� . r d who did take . oath. The oing instrument was �cknovyledged before me ` U NOTARY PUB Sign: Print: My Commission Expires: JUL Plans Examiner Engineer Zoning ` b�O Passed Inspector Comments LLII Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -14676 cL Permit Number: BP2005 -1239 Inspection Date: 04/14/2006 Inspector: Grande, Claudio Owner: KINCHEN, DAVID SEAN Job Address: 558 96 Street NE Project: <NONE> Contractor: Building Department Comments Tuesday, April 11, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 7(305)795-2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060140680 Lot: Page 2 of 2 6. MIA I S ORES VILLAGE • BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 11\ t'US � Type Insp'n — `� C' 1/ LS , Permit No. r g2 W5 Z " if Name Address Company \J� Phone # Approved Correction Re- Insp'n Fee WA.'tL 55 tO; 'kg 3u01$15 -501A Inspection Date 8105 V /471, 1 MIA I ORES VILLAGE BUILDING DEPARTMENT Approved Correction Re- Insp'n Fee 305- 795 -2204 Budding Inspection Request Date I 1 1 23 Type Insp'n 1Gl Permit No. � o 4 5°' Name I In Address T-IE I S T Company W N & r� Phone # Inspection Date . MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Approved Correction Re-Insp'n Fee 4.409 OCT 1 9 2095 Date U r Type Insp'n3I FOC DfTC ) Di Permit No. T.31 S - 12-39 Name OrYi (- n Address 5SC, NIE S - Company 0 QfQ WE 0- , Phone # Inspection Date Parcel Owner Report MO 7N 'g bps- Inc( Parcel Number: 1132060140680 558 96 ST Miami Shores Village FL Tax ID: 1132060140680 Owner Information DAVID SEAN KINCHEN Phone: Current Owner: Yes Related Permits Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Permit Number BP2003 -379 BP2005 -1126 EL2003 -292 BP2003 -1940 PL2003 -267 BP2005 -1239 BP2003 -700 ME2003 -183 BP2003 -1560 Application Date 03/05/2003 07/29/2005 09/29/2003 12/12/2003 09/26/2003 08/19/2005 05/01/2003 09/29/2003 09/26/2003 Expiration Date 07/05/2004 02/20/2006 02/20/2006 12/07/2004 07/26/2005 04/16/2006 12/28/2005 07/26/2005 03/24/2004 Status CLOSED CLOSED CLOSED CLOSED EXPIRED APPROVED EXPIRED EXPIRED EXPIRED Tuesday, April 11, 2006 Page 1 of 1 RAINFORCEMENT FOR PIZZA OVEN Passed ki Inspector Comments - tk, 0 ue.,___.002.,,ti. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -10254 Inspection Date: 02/22/2006 Inspector: Grande, Claudio Owner: KINCHEN, DAVID SEAN Job Address: 558 96 Street Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Tuesday, February 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1239 Permit Type: Imported Permit Inspection Type: Steel Work Classification: <NONE> Phone Number Parcel Number 1132060140680 Lot: Page 1 of 2 CUBIC YARDS TOTAL DEL. DESCRIPTION UNIT PRICE AMOUNT 3 .3 P��ag COMMENTS: / .i��a N TAX RECEIVED BY: 11 / 1 TOTAL CUSTOMER , ncrct gilafizhiA ADDRESS 6619 South Dixie Highway, #195 Miami, Florida 33143 Telephone (305) 591 -2220 Broward: (954) 920 -7001 INVOICE I HAVE AUTHORIZED THE DRIVER OF THIS TRUCK TO ADD GALLONS OF WATER ( NO. A. 20 ACCOUNT NO. DM/ER /V6 96 T TESTING OF CONCRETE MIAMI CONCRETE MIX (COMPANY) IS NOT RESPONSIBLE FOR CONCRETE STRENGTH UNLESS THERE IS A QUALIFIED ENGINEER PROVIDED BY THE CUSTOMER AT THE TIME THE CONCRETE IS POURED. AND EACH ENGINEER CERTIFIES THE STRENGTH OF THE CONCRETE IN WRITING TO THE COMPANY AND SUCH CERTIFICATION CONFORMS WITH A'S'T'M STANDARDS, A SLUMP TEST IS REQUIRED WHENEVER STRENGTH TEST SPECIMENS ARE MADE. WE DO NOT ASSUME RESPONSIBILITY FOR STRENGTH TEST WHEN WATER OR OTHER INGREDIENTS ARE ADDED AT CUSTOMER REQUEST. Company shall not be held responsible for damage on job site or areas adjacent thereto, Client agrees to be responsible for all delays including but not limited to inclement weather and delivery delays. This invoice shall become past due alter thirty (30) days from the above date, and shall bear interest rate of ten (10%) percent annum. Client will be liable for all attorneys fees and costs incurred by Company in collecting any payments due hereunder. Client agrees to indemnity and hold harmless Company for all claims. damages. and expenses including reasonable attorney's lees in case it shall be necessary to 010 or defend an action arising out of performance of the work listed above. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/4/2003 Applicant: EDWIN BROWDER Owner: BROWDER EDWIN JOB ADDRESS: 500 NE 96 ST Contractor VICTOR M. MARZO Local Phone: 305 - 984 -0598 Parcel # 1132060140700 Signed: (INSPECTOR) building Permit Permit Number: BP2003 -1133 Page 1 of 1 Contractor's Address: 13850 S. W. 32ND TERRACE Permit Status: APPROVED Permit Expiration: 1/6/2004 Construction Value$250,000.00 Work: NEW HOUSE 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: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 Fees: Description Amount FEE2003 -6841 CCF $136.20 FEE2003 -6842 Scanning Fee $171.00 FEE2003 -6843 Scanning Fee $57.00 FEE2003 -6844 Technology Fee $38.97 FEE2003 -6845 Training and Education Fee $45.40 FEE2003 -6846 Zoning Review $100.00 FEE2003 -6847 Radon $17.40 FEE2003 -6848 Building Fee $1,558.63 FEE2003 -6849 Structural Fee $50.00 Total Fees: $2,174.60 Total Recei 6101 Total Fees2 - .60 1 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: maal residence 5xx ne 96 st. miami, fl maal South I hereby certify that the pans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 3 -3t -o3 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Gnormsn=luruall /Voreinn• GI P(PP u ) )1 Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing New _ 2. Single family or multi - family Single family _ 3. Number of units, if multi- family 1 _ 4. Number of Bedrooms 5 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft 2843 11 7. Glass area & type a. Clear - single pane 709.2 ft _ b. Clear - double pane 0.0 ft _ c. Tint/other SHGC - single pane 0.0 ft _ d. Tint/other SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =3.0, 2208.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 1537.0 11 _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 150.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A i c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 35.2 kBtu/hr _ SEER: 14.00 _ Cap: 35.2 kBtu/hr SEER: 14.00 Cap: 35.2 kBtu/hr _ COP: 1.00 _ Cap: 35.2 kBtu/hr _ COP: 1.00 Cap: 66.0 gallons _ EF: 0.89 Glass /Floor Area: 0.25 Total as -built points: 45072 Total base points: 46167 PASS Review of the 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 with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: BASE 1 AS -BUILT G LASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 2843.0 32.60 16631.6 Single, Clear N 2.0 5.0 18.7 33.94 0.88 555.5 Single, Clear N 9.0 6.0 18.0 33.94 0.67 406.6 Single, Clear N 2.0 16.0 44.0 33.94 0.99 1477.1 Single, Clear E 15.0 6.0 13.0 73.03 0.37 355.3 Single, Clear E 2.0 6.0 63.0 73.03 0.86 3954.0 Single, Clear E 2.0 5.0 42.0 73.03 0.81 2479.9 Single, Clear E 2.0 5.0 18.7 73.03 0.81 1104.1 Single, Clear E 2.0 14.0 18.7 73.03 0.98 1342.7 Single, Clear E 2.0 14.0 9.3 73.03 0.98 667.8 Single, Clear E 2.0 14.0 54.0 73.03 0.98 3877.4 Single, Clear S 2.0 16.0 44.0 62.19 0.99 2699.0 Single, Clear S 2.0 9.0 80.4 62.19 0.90 4522.6 Single, Clear S 8.0 8.0 96.0 62.19 0.52 3114.3 Single, Clear W 2.0 5.0 26.0 65.53 0.81 1385.6 Single, Clear W 2.0 5.0 37.4 65.53 0.81 1993.1 Single, Clear W 2.0 16.0 44.0 65.53 0.99 2852.4 Single, Clear W 2.0 16.0 48.0 65.53 0.99 3111.7 Single, Clear W 2.0 16.0 21.0 65.53 0.99 1361.4 Single, Clear W 2.0 5.0 13.0 65.53 0.81 692.8 As -Built Total: 709.2 37953.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 2208.0 2.70 5961.6 Exterior 2208.0 2.70 5961.6 Base Total: 2208.0 5961.6 As -Built Total: 2208.0 6961.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 9.40 377.9 Exterior 40.2 6.40 257.3 Base Total: 40.2 257.3 As -Built Total: 40.2 377.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1537.0 2.80 4303.6 Under Attic 19.0 1537.0 3.72 X 1.00 5717.6 Base Total: 1537.0 4303.6 As -Built Total: 1537.0 6717.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: F norn■tflw inofhl rV`A Prim PJ1ne_7M1 FncrrntrZm IncaVrla FC'9M1 PI P/1 PR %A'71 _ BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 170.0(p) 0.0 -20.0 0.00 -3400.0 0.0 -3400.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 170.0(p 170.0 - 20.00 -3400.0 -3400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2843.0 18.79 53420.0 2843.0 18.79 53420.0 Summer Base Points: 77174.0 Summer As -Built Points: 100030.3 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 77174.0 0.4266 32922.4 100030.3 0.500 (1.067 x 1.165 x 0.90) 100030.3 0.500(1.00 x 1.165 x 1.00 100030.3 1.00 1.119 0.244 0.244 0.244 1.000 1.000 1.000 13628.9 13628.9 27257.8 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: Pnornsir_oi onon4 nl ^ . A Fnrm RMA2711(11 Pm:wen :tot snakl /PlaPPC'7M1 PI or PP ■!3 ')') I BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point: .18 2843.0 2.36 1207.7 Single, Clear N 2.0 5.0 18.7 4.91 0.98 90.5 Single, Clear N 9.0 6.0 18.0 4.91 0.96 84.7 Single, Clear N 2.0 16.0 44.0 4.91 1.00 215.6 Single, Clear E 15.0 6.0 13.0 3.76 1.27 62.0 Single, Clear E 2.0 6.0 63.0 3.76 1.03 243.5 Single, Clear E 2.0 5.0 42.0 3.76 1.04 163.5 Single, Clear E 2.0 5.0 18.7 3.76 1.04 72.8 Single, Clear E 2.0 14.0 18.7 3.76 1.01 71.0 Single, Clear E 2.0 14.0 9.3 3.76 . 1.01 35.3 Single, Clear E 2.0 14.0 54.0 3.76 1.01 205.1 Single, Clear S 2.0 16.0 44.0 3.55 1.00 155.3 Single, Clear S 2.0 9.0 80.4 3.55 1.01 288.3 Single, Clear S 8.0 8.0 96.0 3.55 1.33 452.6 Single, Clear W 2.0 5.0 26.0 4.47 1.00 116.4 Single, Clear W 2.0 5.0 37.4 4.47 1.00 167.5 Single, Clear W 2.0 16.0 44.0 4.47 1.00 196.2 Single, Clear W 2.0 16.0 48.0 4.47 1.00 214.1 Single, Clear W 2.0 16.0 21.0 4.47 1.00 93.7 Single, Clear W 2.0 5.0 13.0 4.47 1.00 58.2 As -Built Total: 709.2 2986.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 2208.0 1.20 • 2649.6 Exterior 2208.0 0.60 1324.8 Base Total: 2208.0 1324.8 As -Built Total: 2208.0 2649.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 2.80 112.6 Exterior 40.2 1.80 72.4 Base Total: 40.2 72.4 As -Built Total: 40.2 112.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1537.0 0.10 153.7 Under Attic 19.0 1537.0 0.14 X 1.00 215.2 Base Total: 1537.0 153.7 As -Built Total: 1537.0 215.2 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: F ncrmr(_oi nofal nra Fnrm RMa_')fl ll C nnrnwnoo incM/PloP F C "NY11 FI or PR BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 170.0(p) Raised 0.0 Base Total: -2.1 -357.0 0.00 0.0 -357.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 170.0(p 170.0 - 2.10 -357.0 -357.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2843.0 -0.06 -170.6 2843.0 -0.06 -170.6 Winter Base Points: 2231.0 Winter As -Built Points: 5436.2 Total Winter X System = Heating Points Multiplier Points Total X . Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2231.0 0.6274 1399.7 5436.2 0.500 (1.085 x 1.137 x 0.91) 5436.2 0.500(1.00 x 1.137 x 1.00) 5436.2 1.00 1.123 1.000 1.000 1.000 1.000 1.000 1.000 3051.4 3051.4 6102.8 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: Gnornunol Ina lM nl^ Farm Fs! VIA F normtnannofbVCloAC C al orlon J3 7) BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 5 2369.00 AS -BUILT 66.0 0.89 As -Built Total: 5 1.00 2342.38 1.00 11711.9 11711.9 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 32922 1400 11845 46167 27258 6103 11712 45072 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 5 2369.00 11845.0 66.0 0.89 As -Built Total: 5 1.00 2342.38 1.00 11711.9 11711.9 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: PASS 1 Cnorn.,roi Ines TM Ills e Cnrm RMe_')M1 Gnesrnunesl lnot51/CIo17FC lM1 FI Pr DP tel ^Y) COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 1, ►/ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 612.1 Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. •� Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a P / sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from — conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. /r Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. V 5A - 22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK 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. External or built-in heat trap required. ✓ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. /1 Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems • 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. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST narnifnau r1CA Fnrm P,IY1A27(Y11 F narnal.ona/bl/Flar7 FI 17(: vR 7') • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 35.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 14.00 4. Number of Bedrooms 5 b. Central Unit Cap: 35.2 kBtu/hr _ 5. Is this a worst case? No SEER: 14.00 6. Conditioned floor area (ft 2843 ft c. N/A 7. Glass area & type a. Clear - single pane 709.2 ft = 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Strip Cap: 35.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft _ COP: 1.00 _ d. Tint/other SHGC - double pane 0.0 ft b. Electric Strip Cap: 35.2 kBtu/hr _ 8. Floor types _ . COP: 1.00 _ a. Slab -On -Grade Edge Insulation R4/.0, 170.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons a. Concrete, Int Insul, Exterior R =3.0, 2208.0 ft _ b. N/A b. N/A c. N/A d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =19.0, 1537.0 ft _ 15. HVAC credits b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 150.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code com liant f ( 2 2 o Builder Signature: (. Date: ; lir maal, 5xoc ne 96 st., miami, fl, Address of New Home: - b /�'Z 1) ¶ ' City/FL Zip: M /1 ' , EF: 0.89 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStaF" designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) SERIAL # 5363 * RESMANUJ(c) * 03 -20 -2003 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) @PROJECT :new residence ADDRESS :5xx ne 96 st CITY :miami,f1. OWNER :maal BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 2843 * Climatic Conditions Geographical Location : Florida North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) * HEATING SUBTOTAL : 117126.70 DUCT LOSS TOTAL LOSS /BTUH 20% OVERSIZE ACTUAL + 20% . 5856.34 : 122983.10 FACTOR 24596.62 OVERSIZE: 147579.70 * EQUIPMENT SF GLASS /SF RATIO = 25% & Design Conditions * Miami - AP 25 Deg. / 9 Ft. Above 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 14 Deg. F 15 Deg. F SUMMARY * VM -MAAL .DAT * COOLING SUMMARY EQT MANUF CU MOD # HTG INPUT HTG OUTPUT HTG CFM SENSIBLE CLG LATENT CLG TOTAL (S)EER CLG CFM NOTES: Sea Level * STRUCTURE SENSIBLE 37314.69 MECH.VENT- 105 Cfm 1617.00 SENS. + MECH.VENT : 38931.69 TEMP.SWING @ 3 DEG. : '1.00 OCCUPANT /APPLIANCE 4200.00 DUCT GAIN 4313.17 TOTAL SENSIBLE 47444.86 TOTAL LATENT 18933.29 SENSIBLE + LATENT 66378.15 20% SENS.OVRSZE FTR: 9488.97 SENS. + 20% OVERSIZE: 56933.83 SELECTION * AHU MOD # AFUE /HSPF TONAGE TYPE GLASS * L O A D C A L C U L A T I O N Type Shdg Sc OvHg Botm Hgt Area Loss /Btuh Gain /Btuh N' No Shd Fctr S.C. D/B 1 2 5 n/a 18.70 2169.20 336.60 N No Shd Fctr S.C. D/B 1 9 6 n/a 18.00 2088.00 324.00 N No Shd Fctr S.C. D/B 1 2 16 n/a 44.00 5104.00 792.00 E All Shaded S.C. D/B 1 15 6 5.4 13.00 1508.00 234.00 E Shaded Area S.C. D/B 1 2 6 5 12.47 224.46 E Solar Area S.C. D/B 1 50.53 2627.56 E T.Area Loss S.C. D/B 1 63.00 7308.00 E Shaded Area S.C. D/B 1 2 5 4 10.40 187.20 E Solar Area S.C. D/B 1 31.60 1643.20 E T.Area Loss S.C. D/B 1 42.00 4872.00 E Shaded Area S.C. D/B 1 2 5 4 4.63 83.34 E Solar Area S.C. D/B 1 14,.07 731.64 E T.Area Loss S.C. D/B 1 18.70 2169.20 E No Shd Line S.C. D/B 1 2 14 5.7 18.70 2169.20 972.40 E No Shd Line S.C. D/B 1 2 14 5.7 9.30 1078.80 483.60 E No Shd Line S.C. D/B 1 2 14 5.7 54.00 6264.00 2808.00 S All Shaded S.C. D/B 1 2 16 4.6 44.00 5104.00 792.00 S All Shaded S.C. D/B 1 2 9 8.3 80.40 9326.40 1447.20 S All Shaded S.C. D/B 1 8 8 7.2 96.00 11136.00 1728.00 W Shaded Area S.C. D/B 1 2 5 4 6.43 115.74 W Solar Area S.C. D/B 1 19.57 1017.64 W T.Area Loss S.C. D/B 1 26.00 3016.00 W Shaded Area S.C. D/B 1 2 5 4 9.26 166.68 W Solar Area S.C. D/B 1 28.14 1463.28 W T.Area Loss S.C. D/B 1 37.40 4338.40 W No Shd Line S.C. D/B 1 2 16 4.6 44.00 5104.00 2288.00 W No Shd Line S.C. D/B 1 2 16 4.6 48.00 5568.00 2496.00 W No Shd Line S.C. D/B 1 2 16 4.6 21.00 2436.00 1092.00 W Shaded Area S.C. D/B 1 2 5 4 3.22 57.96 W Solar Area S.C. D/B 1 9.78 508.56 W T.Area Loss S.C. D/B 1 13.00 1508.00 Infiltration : Winter Htm ( 9.76 ) Infiltration : Summer Htm ( 3.35 ) R -Value Area W A L L S N/W C.B. - Int Insul - Ext. 3 2208.00 D OORS x 709.20 6921.79 x 709.20 2375.82 Loss /Btuh Gain /Btuh 17664.00 6844.80 Solid Core /Wood - Ext. 0 40.20 1145.70 418.08 Infiltration :Winter Htm( 9.76 ) x 40.20 392.35 Infiltration :Summer Htm( 3.35 ) x 40.20 134.67 SUBTOTALS: 40.20 1538.05 552.75 C E I L I N G S Under Attic 19 1537.00 3227.70 2920.30 F L O O R S Slab on Grade 0 170.00 Lin.Ft. 5508.00 000.00 * TOTAL STRUCTURE SENSIBLE * 117126.70 37314.69 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: maal residence 5xx ne 96 st. miami, fl maal South Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: I b. N/A New Single family 1 5 No 2843 ft 709.2 ft 0.0 ft 0.0 ft 0.0 ft R=0.0, 170.0(p) ft _ R =3.0, 2208.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance MZ- C-Mult :sne MZ- H- Multizone hea Cap: 35.2 kBtu/hr _ SEER: 14.00 _ Cap: 35.2 kBtu/hr SEER: 14.00 Cap: 35.2 kBtu/hr _ COP: 1.00 Cap: 35.2 kBtu/hr COP: 1.00 Cap: 66.0 gallons _ EF: 0.89 Glass /Floor Area: 0.25 Total as -built points: 45072 Total base points: 46167 PASS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: G & ` II /W DATE: --'Le -a I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: FnarnunoitricaTh !\/nrcinn• PI P(:PR vg 77 \ Review of the 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 with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: - BASE ( AS -BUILT GLASS TYPES .1.8 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 2843.0 32.50 16631.6 Single, Clear N 2.0 5.0 18.7 33.94 0.88 555.5 Single, Clear N 9.0 6.0 18.0 33.94 0.67 406.6 Single, Clear N 2.0 16.0 44.0 33.94 0.99 1477.1 Single, Clear E 15.0 6.0 13.0 73.03 0.37 355.3 Single, Clear E 2.0 6.0 63.0 73.03 0.86 3954.0 Single, Clear E 2.0 5.0 42.0 73.03 0.81 2479.9 Single, Clear E 2.0 5.0 18.7 73.03 0.81 1104.1 Single, Clear E 2.0 14.0 18.7 73.03 0.98 1342.7 Single, Clear E 2.0 14.0 9.3 73.03 0.98 667.8 Single, Clear E 2.0 14.0 54.0 73.03 0.98 3877.4 Single, Clear S 2.0 16.0 44.0 62.19 0.99 2699.0 Single, Clear S 2.0 9.0 80.4 62.19 0.90 4522.6 Single, Clear S 8.0 8.0 96.0 62.19 0.52 3114.3 Single, Clear W 2.0 5.0 26.0 65.53 0.81 1385.6 Single, Clear W 2.0 5.0 37.4 65.53 0.81 1993.1 Single, Clear W 2.0 16.0 44.0 65.53 0.99 2852.4 Single, Clear W 2.0 16.0 48.0 65.53 0.99 3111.7 Single, Clear W 2.0 16.0 21.0 65.53 0.99 1361.4 Single, Clear W 2.0 5.0 13.0 65.53 0.81 692.8 As -Built Total: 709.2 37953.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 2208.0 2.70 5961.6 Exterior 2208.0 2.70 5961.6 Base Total: 2208.0 6961.6 As -Built Total: 2208.0 5961.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 9.40 377.9 Exterior 40.2 6.40 257.3 Base Total: 40.2 257.3 As -Built Total: 40.2 377.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1537.0 2.80 4303.6 Under Attic 19.0 1537.0 3.72 X 1.00 5717.6 Base Total: 1537.0 4303.6 As -Built Total: 1537.0 6717.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: Fnarnurtanndfil Il/:A Fnnn AMA-WWII Fnc•rnA7enna l/FloOFC'W1111 FI P(`PR *r3 '•7 - BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 170.0(p) 0.0 -20.0 0.00 - 3400.0 0.0 -3400.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 170.0(p 170.0 -20.00 -3400.0 -3400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2843.0 18.79 53420.0 2843.0 18.79 53420.0 Summer Base Points: 77174.0 Summer As -Built Points: 100030.3 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 77174.0 0.4266 32922.4 100030.3 0.500 (1.067 x 1.165 x 0.90) 100030.3 0.500(1.00 x 1.165 x 1.00 100030.3 1.00 1.119 0.244 0.244 0.244 1.000 1.000 1.000 13628.9 13628.9 27257.8 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: FnnrmA�o�ineTM nra Fnrm i.MA_lnni Fnermdloiine41 /FIoPFC "NY11 FI AI:PR u' V) • BASE 1 AS -BUILT GLASS TYPES .1.8 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Points .18 2843.0 2.36 1207.7 Single, Clear N 2.0 5.0 18.7 4.91 0.98 90.5 Single, Clear N 9.0 6.0 18.0 4.91 0.96 84.7 Single, Clear N 2.0 16.0 44.0 4.91 1.00 215.6 Single, Clear E 15.0 6.0 13.0 3.76 1.27 62.0 Single, Clear E 2.0 6.0 63.0 3.76 1.03 243.5 Single, Clear E 2.0 5.0 42.0 3.76 1.04 163.5 Single, Clear E 2.0 5.0 18.7 3.76 1.04 72.8 Single, Clear E 2.0 14.0 18.7 3.76 1.01 71.0 Single, Clear E 2.0 14.0 9.3 3.76 1.01 35.3 Single, Clear E 2.0 14.0 54.0 3.76 1.01 205.1 Single, Clear S 2.0 16.0 44.0 3.55 1.00 155.3 Single, Clear S 2.0 9.0 80.4 3.55 1.01 288.3 Single, Clear S 8.0 8.0 96.0 3.55 1.33 452.6 Single, Clear W 2.0 5.0 26.0 4.47 1.00 116.4 Single, Clear W 2.0 5.0 37.4 4.47 1.00 167.5 Single, Clear W 2.0 16.0 44.0 4.47 1.00 196.2 Single, Clear W 2.0 16.0 48.0 4.47 1.00 214.1 Single, Clear W 2.0 16.0 21.0 4.47 1.00 93.7 Single, Clear W 2.0 5.0 13.0 4.47 1.00 58.2 As -Built Total: 709.2 2986.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 3.0 2208.0 1.20 2649.6 Exterior 2208.0 0.60 1324.8 Base Total: 2208.0 1324.8 As -Built Total: 2208.0 2649.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 2.80 112.6 Exterior 40.2 1.80 72.4 1 Base Total: 40.2 72.4 As-Built Total: 40.2 112.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1537.0 0.10 153.7 Under Attic 19.0 1537.0 0.14 X 1.00 215.2 Base Total: 1537.0 163.7 As -Built Total: 1537.0 216.2 _ FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: F..ortntr- aiinalil n r A Fnrm RMC_' ,1r11 FnermtrIoo meal /FloPPC "N1111 F, P(:PIZ 03 77 - BASE AS -BUILT FLOOR Area X BWPM = Points Type R -Value Area X WPM = Points Slab 170.0(p) Raised 0.0 Base Total: -2.1 0.00 -357.0 0.0 -357.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 170.0(p 170.0 -2.10 -357.0 357.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2843.0 -0.06 -170.6 2843.0 -0.06 -170.6 Winter Base Points: 2231.0 Winter As -Built Points: 5436.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DMxDSMxAHU) 2231.0 0.6274 1399.7 5436.2 0.500 (1.085 x 1.137 x 0.91) 5436.2 0.500(1.00 x 1.137 x 1.00) 5436.2 1.00 1.123 1.000 1.000 1.000 1.000 1.000 1.000 3051.4 3051.4 6102.8 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: F nnrnu(2 u siva TM rV: Farm AMA 2711r11 FinarTA2o.inorfVFloP C "NY11 FI P/`PR VI - BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 5 2369.00 AS -BUILT 66.0 0.89 As -Built Total: 5 1.00 2342.38 1.00 11711.9 11711.9 Cooling Points + Heating +. Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 32922 1400 11845 46167 27258 6103 11712 45072 - BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 5 2369.00 11845.0 66.0 0.89 As -Built Total: 5 1.00 2342.38 1.00 11711.9 11711.9 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: PASS 1 Fnu enelo n TM nne r....., ame_lrvi1 Fnufn,f sIAG/lil /FIoAFC "NY11 PI PV D13 1'7 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK t7 Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls • 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 1/ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. •. � Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. /" /9- - n/ Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ' 1V COMPONENTS SECTION REQUIREMENTS CHECK 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. External or built-in heat trap required. ✓ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. /4-- Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 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. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 1/ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. Fnornuflol on= IVA nr. Fnnn RMA_7M1 Fnorn.sr1a1InorFVF1=1=C'7M1 FI o(` PR u' 'Y) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. maal, 5xx ne 96 st., miami, fl, New Single family 1 5 No 2843 ft 7. Glass area & type _ a. Clear - single pane 709.2 ft _ b. Clear - double pane 0.0 ft c. Tint/other SHGC - single pane 0.0 ft _ d. Tint/other SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft _ b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =3.0, 2208.0 ft b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 1537.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R 6.0, 150.0 ft b. N/A 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (FIR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code com liant f�__ / j _ Builder Signature: t /��Y 7� Date: (j 7 s°1 Address of New Home: "6; e. Q� �' City/FL Zip: kJ / Cap: 35.2 kBtu/hr SEER: 14.00 _ Cap: 35.2 kBtu/hr _ SEER: 14.00 Cap: 35.2 kBtu/hr COP: 1.00 _ Cap: 35.2 kBtu/hr COP: 1.00 Cap: 66.0 gallons EF: 0.89 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStc f''' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) SERIAL # 5363 * RESMANUJ(c) * 03 -20 -2003 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) @PROJECT :new residence ADDRESS :5xx ne 96 st CITY :miami,fl. OWNER :maal BLDG ' CONTR : HVAC CONTR : Conditioned Floor Area : 2843 * Climatic Conditions Geographical Location : Florida North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) SUBTOTAL : 117126.70 DUCT LOSS 5856.34 TOTAL LOSS /BTUH : 122983.10 20% OVERSIZE FACTOR 24596.62 ACTUAL + 20% OVERSIZE: 147579.70 SF GLASS /SF RATIO = 25% & Design Conditions * Miami - AP 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 14 Deg. F 15 Deg. F * HEATING SUMMARY * VM -MAAL .DAT * COOLING SUMMARY * STRUCTURE SENSIBLE . MECH.VENT- 105 Cfm . SENS. + MECH.VENT : TEMP.SWING @ 3 DEG. : OCCUPANT /APPLIANCE . DUCT GAIN TOTAL SENSIBLE TOTAL LATENT SENSIBLE + LATENT . 20% SENS.OVRSZE FTR: SENS. + 20% OVERSIZE: * EQUIPMENT SELECTION * 37314.69 1617.00 38931.69 1.00 4200.00 4313.17 47444.86 18933.29 66378.15 9488.97 56933.83 EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: * L O A D C A L C U L A T I O N * GLASS Type Shdg Sc OvHg Botm Hgt Area Loss /Btuh Gain /Btuh N No Shd Fctr S.C. D/B 1 2 5 n/a 18.70 2169.20 336.60 N No Shd Fctr S.C. D/B 1 9 6 n/a 18.00 2088.00 324.00 N No Shd Fctr S.C. D/B 1 2 16 n/a 44.00 5104.00 792.00 E All Shaded S.C. D/B 1 15 6 5.4 13.00 1508.00 234.00 E Shaded Area S.C. D/B 1 2 6 5 12.47 224.46 E Solar Area S.C. D/B 1 50.53 2627.56 - E T.Area Loss S.C. D/B 1 63.00 7308.00 E Shaded Area S.C. D/B 1 2 5 4 10.40 187.20 E Solar Area S.C. D/B 1 31.60 1643.20 E T.Area Loss S.C. D/B 1 42.00 4872.00 E Shaded Area S.C. D/B 1 2 5 4 4.63 83.34 E Solar Area S.C. D/B 1 14.07 731.64 E T.Area Loss S.C. D/B 1 18.70 2169.20 E No Shd Line S.C. D/B 1 2 14 5.7 18.70 2169.20 972.40 E No Shd Line S.C. .D /B 1 2 14 5.7 9.30 1078.80 483.60 E No Shd Line S.C. D/B 1 2 14 5.7 54.00 6264.00 2808.00 S All Shaded S.C. D/B 1 2 16 4.6 44.00 5104.00 792.00 S All Shaded S.C. D/B 1 2 9 8.3 80.40 9326.40 1447.20 S All Shaded S.C. D/B 1 8 8 7.2 96.00 11136.00 1728.00 W Shaded Area S.C. D/B 1 2 5 4 6.43 115.74 W Solar Area S.C. D/B 1 19.57 1017.64 W T.Area Loss S.C. D/B 1 26.00 3016.00 W Shaded Area S.C. D/B 1 2 5 4 9.26 166.68 W Solar Area S.C. D/B 1 28.14 1463.28 W T.Area Loss S.C. D/B 1 37.40 4338.40 W No Shd Line S.C. D/B 1 2 16 4.6 44.00 5104.00 2288.00 W No Shd Line S.C. D/B 1 2 16 4.6 48.00 5568.00 2496.00 W No Shd Line S.C. D/B 1 2 16 4.6 21.00 2436.00 1092.00 W Shaded Area S.C. D/B 1 2 5 4 3.22 57.96 W Solar Area S.C. D/B 1 9.78 508.56 W T.Area Loss S.C. D/B 1 13.00 1508.00 Infiltration : Winter Htm ( 9.76 ) Infiltration : Summer Htm ( 3.35 ) R -Value Area x 709.20 6921.79 x 709.20 2375.82 Loss /Btuh Gain /Btuh W A L L S N/W C.B. - Int Insul - Ext. 3 2208.00 17664.00 6844.80 D OORS Solid Core /Wood - Ext. 0 40.20 1145.70 418.08 Infiltration :Winter Htm( 9.76 ) x 40.20 392.35 Infiltration :Summer Htm( 3.35 ) x 40.20 134.67 SUBTOTALS: 40.20 1538.05 552.75 C E I L I N G S Under Attic 19 1537.00 3227.70 2920.30 FLOORS Slab on Grade 0 170.00 Lin.Ft. 5508.00 000.00 * TOTAL STRUCTURE SENSIBLE * 117126.70 37314.69 ( I, *trade contractor /owner, picked up 2 sets of P lans for (address) lj f D111e 5 6 from the Building and Zoning Department ort (date) to have corrections done to plans and/or get County stamps. I that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795-2204 FAX (3051 756-8972 RECEIPT continue the permitting process. r EP 2 6 2003 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AvtNUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE 1305) 795-2204 FAX (305) 756 -8972 RECEIPT ( I, �L°G''re /ed a -- contractor /owner, picked up 2 sets of plans for (address) 550 NE Q s 6 - from the Building and Zoning Department oii (dam) g ,/VC to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. (072.'(/0 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT OCT 21 P.M. 5 11 l I, �'�� 1 `�'� �� contractor /owner, picked up 2 sets of plans for (address) 56 N (1 6 sf from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to _11- 03 Building Department ga BUILDING CRITIQUE HE SHEET 4.- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Telq305) 795.2204 Fax: (305) 756.8972 Pertrilt No: pPt53 4 J3 . 3 -.Jobistatne 7 t Miami Shores village Building Department . Perniit No. _ a :Job'Name r(L BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 CX(12 • Miami Shores Village o P Building Department BUILDING CRITIQUE SHEET I) -Sulam ri .,4, a I.rca ;N s o r al (u b � Cavi^A(o»e5 la-41-1-C4( JI lP(11IA. jr. pl , (INAilf Sk(, rs) 19 7 9r s kbs b�fy J) r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,8 p 03 - 113 3 Job Name - b a ;,61q miss he 71 Provi de.srJti Press urges -Ar a// CorTG Crcay 7 \ !eg\o3 PRINT TIME 04 /10 '03 09:53 ID :MIAMI_SHORES_VILLAGE____ FAX :3057568972 FILE START MODE No. TIME 650 04/10 09:53 TX S'1VWNl q uyu uopoodsu) on JD alp Dunn; •q Ilan suald to Ado* e141 'Z A8 1Y101340 ZN1311n8 s)1>i0M Onend 8l31d ON18Wn1d T+OINVHOEW 1`d011dlOS1H � NINO Z N011OSS :85SFd(3Ob 'ON 11Y usa popap ea �a oAIMAII TIMER=--:-- ERROR PAGE= Snnz l os0gs non son.' Jo)lo Jo nsson Jo/ dghglsuodsaj ou zionnn ohm vuopro Jo) pun sow onegy o)eiS 1moP4 $ %fl wvepdtnoo 01 Pa1gns '1 811/0 1N3NLL13yd30 ONINOZ / DN1011ns SOVTII11 SM1OHS iNYI H LOCATION TRANSMISSION REPORT * ** 93054162152 Q wy /y j oty — X Mr z9 (ri _, NQ'A a]d►a v•q fts, I..1yyo ,s ____ a 4. J,1 aJ ■!0/ -aa a� • SIMI/WOO : 9ArI111 O E1nt 11183 .Ls /6 U * * * * *2AN 181 L STORE TX /RX TOTAL CODE PAGE PAGE TIME 2 2/ 0 00'45" OK Sno3NYfl 3sMW AO 133HS NOLI.VOnddV HNOHd - )/1/ V9 /LAi 1NVOnddV ssaidaav eor Jc • DORESS---1 t76 5 -7 APPLICANT PHONE • -'AP PLACATION! — SHEET . OE MISeELLANEOUS DATE ZONLY6 riAT I LDE . 4 . 4 . /g„ Og CRITIQUE SHEET 1_5.03 SECTION ZONING ELEcTRIcAL MECHANIOP_ PLUMBING FIRE PUB= WORKS STRUCTURAL BUILDING OFFICIAL COMMENTS Qi t 0C itot a tie e-re(eiiti NC-ixrr bk.,i.;-1,03 L pERviii NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING 1 ZON NG DEpARTMENT • -s*ik,o4k tr-t 15.t. d i gL tiJ ft i9y Aiar AzAtetirco ---tereaserrito —tstaxi c.:i'ziAroutd 1 ..10A.ba (41-1,, BY OATE 1, Suble.cl W coniptit,sc® 1410.: art F64.1drat, 61443 Coutty,Y1140 Ma z efid tozke. mutzto co tosponsibtlity tocuticl (roc 4 gattt Z. Thls opy 41 plans tatizt be eveitcbte of tvHding to at co 1capoct1on tiff bo ctcdtatto4 INITIALS 4/6736*-170 , 5 eze 1..t2_77 0 Ce: ,- 't _CAL: : I Id e ? 1.5 30593592;3 r1HTILDE MARL Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miarni Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: gp o3- 03_ • Job Name SA=E o AiLl • b L PAGE J1 , p ,. d gl.4b5 6Iy G Ara r. eze.44Av $ • ArnArl s 0 7) Pren 1 &IQ, � t w T ' SS Ur 5 -Ai aid 1 �! S e& 14-Ls Crell 7 \ 1 \ 03 ceer 0.040N JOB SITS: MT. o R.Eirrbi: t I • Jlf 0 ma Ned vio re;'0A d 3 5- c.k...,. fr-A-de)-6..rte x7=' ,4.1* 9 5ti he ( A FtS PAGE LCATION' ,/a./eK4, eS5 d e 1-Ae refd 4-7 . _Indic a '/44 5 aLe89sLs: I A 1 Wti 111: C 1 • 0.7>1%72M srefteti,..f id: 41The-4EW Derr• 4 3 m#5.01 Ci6o7W-//441, Fero Lediex: cryt 60/1=1--. #0-1 les p r vende cl.c.kphczyot - 613) IA, 1 /nee) ro; 21z1,2.4 g„,,c p ad, ow Alm./ 6444zie Roc /:* L3 eani ra 51 Ati /7 Wdf k°3 I; ? ra I . c,a/9,eci ( doz, "5, nidg, ekt/4 /ln SI NYLO I: LS '4; ;71 ...- :..- . ,,„.„,.... T co r,7 CIIOT S .7:1147" J03 S : fra of ere ri e -Jix E O Derr. 1- 0 5 T" O REVIEW: 175/911V14-1Gi; Iry • PAGE LOMIOTZ Ve 4-15 S 4/ 5, 4.6 reviee4) 4/g1el .114i4ve: 447 hen •,07;.5hei. 1 eL 41.-// Ike...• cer...144 few.er:ept / le?. - .0 5 tad u 5 di Apl 6.14 5 leig.2 b e,-,6,,,f 4 10.. e r n Fl A H : I 2c :I SC , 'LC. I LT. ' 37 -2, REPORT OF SUBSURFACE SOIL EXPLORATION GEOTECHNICAL EVALUATION AND RECOMMENDATIONS PROPOSED RESIDENCE 5XX NE 96 STREET MIAMI SHORES, FLORIDA NOVEMBER, 2002 Prepared for: FRADERONE, INC. 20755 NE 30 PLACE AVENTURA, FL. 33180 NELCO TESTING AND ENGINEERING SERVICES, INC. 13370 SW 131 Street, Suite 105 Miami, Florida 33186 Fraderone, Inc. 20755 NE 30 Place Aventura, FL. 33180 Attn: Matilde Maal de Certain RE: Report of Subsurface Soil Exploration and Recommendations Evaluation of Subsurface Conditions For Proposed Residence: Vacant Lot 5xx NE 96 Street Miami Shores, Florida NTES Project Number: B- 021122 Dear Mrs. Certain, NEL C 0 TESTING AND ENGINEERING SERVICES November 7, 2002. Following please find report of subsurface soil explorations and geotechnical evaluation for the subject property. Test Borings and soil sampling took place on October 31, 2002 using procedures in general accordance with ASTM D -1586, the Standard Penetration Test. This report presents our findings, data and recommendations. We appreciate this opportunity to assist you in this project. If you have any questions or comments, please call us at (305) 259 -9779. Respectfully Submitted, NELCO Testing and Engineering Services, Inc. Jose . JMartinez. Professio Engineer No. 0031509 State of Florida 13370 SW 131 Street, Suite 105, Miami, FL 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES Subsurface Soil Exploration and Recommendations For Proposed Residence Vacant Lot 5XX NE 96 Street Miami Shores, FL. INTRODUCTION The purpose of this sub - surface exploration was to obtain data in order to provide an evaluation of the sub - surface conditions and recommendations for foundation design for support of the proposed construction. PROJECT INFORMATION Site survey and construction information was provided by Mrs. Matilde Maal de Certain of Fraderone, Inc. Proposed construction consists of a two story single family residence. SUB - SURFACE CONDITIONS Sub - surface exploration consisted of two Standard Penetration Test Borings conforming to the guidelines as set forth in ASTM D -1586. Testing was performed on October 31, 2002. A Review of the Test Boring Reports generally indicates that surface is mantled by fine to very fine sand varying in shades of color to an approximately depth of five feet. Beneath a loose sandy limestone was identified throughout the maximum explored depth of (15) feet below existing grade. Water level at time of testing was approximately (6) feet. Please refer to attached Test Boring Reports for classification and stratification. 13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES RECOMMENDATIONS Remove all surficial vegetation and a minimum of six (6) inches of the soils encountered within the building areas plus five (5) feet outside the building footprint. 2. Compact cleared area to a minimum compaction of 95 percent of the maximum dry soil density as determined by the Modified Proctor Test — ASTM D -1557. 3. If additional fill is needed, fill and compact the building area in lifts not greater than 12 inches of loose thickness to elevate to the required grade. Fill material for areas in support of footings is to be a mixture of limerock and sand, free of rock or gravel larger than 3 inches. Fill material for slab on grade areas may be clean sand, filled and compacted in lifts not greater than 12 inches of loose material. 4. Compact each lift to a minimum compaction of 95 percent of the dry soil density as determined by the Modified Proctor Test - ASTM D -1557 prior to placement of any additional fill required. 5. Prior to compaction, the moisture content of each lift of fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture as determined by the Modified Proctor Test, ASTM D -1557. 6. Compaction of building site shall be verified by means of one Field Density Test for each 2500 square feet or fraction thereof for each lift of compacted soil for building pad, or slab area. Field density tests shall be performed as per ASTM D -2922. SOIL BEARING CAPACITY FOR FOUNDATIONS Our observations, exploration, and evaluation, supplemented by a review of sub -soil profile developed from the soil engineering Standard Penetration Test, indicate that the soils found should be suitable for supporting foundations proportioned for a maximum allowable bearing stress of 2000 pounds per square foot, based on total load. 13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES Soil Boring Logs 13370 S.W. 131 Street, Suite 105, Miami, Fl. 33186 (305) 259 -9779 NELCO TESTING AND ENGINEERING SERVICES Soil Boring Test Location Sketch O Soil Boring Test Location 13370 S.W. 131 Street. Suite 105, Miami, F133186 (305) 259 -9779 Project Location: 5xx NE 96 Street, Miami Shores, Florida Test Boring No. 1 (ft.) Description Sample No. Hammer Blows "Ni, 01 Fine dark grey sand 1 1 02 1 2 2 3 . 03 Very fine tan sand 3 3 04 Fine dark brown sand 2 1 0 4 05 1 4 06 Sandy limestone 3 3 4 7 07 5 6 08 4 4 3 10 09 3 3 10 5 4 5 7 _ 11 5 9 12 6 11 13 20 13 13 9 14 7 11 14 20 15 End of Test 10 11 16 8 17 18 9 19 20 10 21 22 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Water Level NELCO TESTING AND ENGINEERING SERVICES TEST BORING REPORT Client: Fraderone, Inc. Proj ect: Proposed Residence Date: 10/31/02 Job: B- 021122 Per ASTM 0 - 1586, Standard Penetration Test 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 (ft.) Description Sample No. Hammer Blows "N" 01 Fine dark grey sand 1 1 02 1 1 2 2 Very fine tan sand 03 2 3 04 Fine dark brown sand 2 2 1 5 05 2 3 06 Sandy limestone 3 3 4 6 07 6 5 08 4 4 4 9 �J 09 3 4 10 5 4 5 8 11 6 7 12 6 12 12 19 13 14 11 14 7 12 13 23 15 End of Test 11 11 16 8 17 18 9 19 20 10 21 22 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Water Level NELCO TESTING AND ENGINEERING SERVICES TEST BORING REPORT Client: Fraderone, Inc. Project: Proposed Residence Project Location: 5xx NE 96 Street, Miami Shores, Florida 13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Per ASTM D -1586, Standard Penetration Test Date: 10/31/02 Job: B- 021122 Test Boring No. 2 • • .MIAMIM PRODUCT CONTROL IN OTICE OF ACCEPTANCE Doralum Corporation 7040 N. W. 77 Terrace Miami ,FL 33166 Your application forNotice of Acceptance (NOA) of: Series 100 Outswhig Aluminum Patio Doors w /Sidelites under Chapter 8 of the Code of Miami -Dade County governing the'use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perf rm in the approved manner, BCCO may revoke, modify, or suspend the use of such product or materia immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the .South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0724.11 EXPIRES: 09/14/2036 THIS IS THE COVERSH EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE • This application for Product A ?proval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/30/2001 Us045000t1pc200011tempateslnotice acceptance cow page.dot BY: APPROVED APPROVAL PERTAINS TO GENERAL DMGN ` FEATURES ONLY AND DOES ;4.0" rlt ER A COMPLETE CHECK( ON DIMENSIONS R . ANTITIES. DATE: o �� MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WIST FLAGLER STREET, SUITE 1003 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING: SF.ITION (303) 373 -2327 FAX (305) 37S -233X CONTRACTOR ENFORCEMENT DIVISION (305) 373 -2966 FAX (303) 375 -2905 PRODUCT CONTROL DIVISION (303) 373 -2902 FAX (303) 372.6339 Ram Koarigucz Chief Product Control Division Francisco J. Quintana, R.A. Dircctor Miami -Dade County Building Codc Compliance Office Doralum Corporation 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01- 0724.11 APPROVED : AUG 3 0 2001 EXPIRES : September 14.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) satall be considered after a renewal application lias been filed and the original submitted documents, including'test- supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved product.; shall be permanently labeled with the manufacture's name, city, state, and the following statement: "Minn. i -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will tot be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no tonge • the same product (identical) as the one originally approved. c. If the Acceptance holdcr has not complied with all the requirements of this acceptance, including the correct installation ofthz product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is longer practicing the engineering profession. 4. Any revision or change in the materials, use. and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Noticc of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the . expiration date may be displayed in advertising literature. If any portion of the Noticc of Acceptance is displayed, then it shall be done in its entirety. J` 7. A copy of this Acccptancc a: well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manu rez, P.C., Product Cont Prod ontrol Division aminer Dora lum? Cornoration ACCEPTANCE No.: 01- 0724.11 APPROVED : AUG 3 0 2001 EXPIRES : September 14, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0611.03, which was issued on October 8, 1998. It approves an outswing aluminum patio door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where thz pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in thc approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "100" Outswing Aluminum Patio Doors with Siderite, and its components shall be constructed in strict compliance with the following documents: Drawing No: W98 -58, Sheets 1 through 4 of 4, titled "Series 100 Alum. Swing Door w/ Sidelites," prepared by manufacturer, dated 07/31/98, signed and seal - by Humayoun Farooq, 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 Cortrol Division. These documents shall hereinafter be referred i to as the approved drawings. 3. LIMITATIONS . 3.1 This approval applies to sir sic unit applications of pair of doors and single door with, or without. sidclites, as shown in approved drawings. Single door units shall include all components described in thc active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum patio doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pc rmit shall be accompanied by copies of the following: 6.1.1 This Notice of Ac ceptancc. 6.1.2 Duplicate copies of thc approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by thc Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. lvlam Perex, P.E. Product Contr amincr Prod ' ontrol Division =I 1 PART # DOW ISATORLIMOaootuo 1 3V-2is 3/DOOR MANE HEADIARID 6063 .46 2 SV •23900 t/LEAr DOOR T1t/10TT31 RAI1. 6061-7 - 3 SV •29104 AS RE00. VEATHCXSTRW ADAPTER 6063 -T6 4 SV •1.09• I/D00R TIED 6063 -T6 3 SV •39902 AS REDO SIDE LITE GLAZ040 DEAD 6063 •T6 6 _ SV -2.594 VtCAr NOM STELE 6062 -7 7 SV •$11901 10LEAF I.OoC STILE 6063 -7 • _ • SV •0••97 AS REOR 3100.1TE JAND 6063 -7 9 1V •20903 1/CORNER ASSMDLY STD'roNER 6063 -76 10 3v -39244 3/LEAF 11DIGE DOOR PORTION 6063 -15 • 11 SV -25245 3/LEAr HINGE ramie P007104 6063 -T3 18 • t/LEAr 3/1- X 16 X 31' LONG THREADED ROD *TE0. 13 - 2/LEAP 3/•' X 16 NIT • 14 • 1/IQNGE 3/16• X 6' ROD PLATCO STEEL 13 • mow 1 /4' SETTING 1L0131 NYLON 16 PUNIER AS RE00. GLAZDIG V0000 V(NTl 17 PV - 101 AS RE00. SOLD VCATNERSTAIPPDR VIM. 19 111•5400 AS ROD. PILE VEATHERSTRIPPOIG SOiEGEL 19 tf1C0€ PLUS • *1LitORE ray CANVAS DR EOUIV. 20 3033 AS REGD. FLUSH •OLTS DELTA DID. Qt EOUIV. 21 CP -1111 • EMTRY tOCXSET TACO 01 VESTLEIOt 22 , SHOW PIPS �6 10X1• P103 43SEN3.7 SCREW ALL MANE JOINTS 2433 300 WEATHERSTRIP ADAPTER .75 062 1YP. 4000 - r .07• TYP. FRAME HEAD /JAMB .363 TOP /BOTTOM RAIL 77 3 062 TYP. 4.000 1.527 1.371-1 SIDE UTE GLAZING BEAD 075 T7P. HINGE STILE • 1375 .062 TYP. 14456 SIDE UTE JAMB FRAME TOP CORNER FRAME BOTTOM CORNER .6 423 HINGE L ASSEMB{.r SfFFENER. . 9 Olga 0R 101114YOUN rAR000 STRUCTURES FLA. PE (! 16537 JUL 1 6 2001 DOOR LEAF CORNER APPROYW ASCOMPIMOG NDTH THE SOWN GORIER SMOG COOS .7,411 fl r1LW MOON maws cooecomPuURX Ameri,N EN, flf it 8 drawing 40. W98 -58 :fleet 4 of 4 ) S D.V. E F� AORR 1/.• MAX SHIM TYP EXTERIOR D.L OPC. Enyr. OR. IAD4 YCUN FAROOO STRUCTURES FLA. PE / 16557 2 DOOR WIDTH APPROVED AS COYPLYUIG YNTH THE SOUTH FLORIDA BUXOM CODE CA I ' BY Pn. .• T • ram ORISSO.. EWL.: CODECOL1PUANCE . /CE ACCEPTANCE NO di -I "' ? 'V o o ^ 0 sheet 3 of 4 droving no. W98 -58 J e a TYPICAL ANCHORS SEE ELEV SPACING • O 12 X 1 -1/4- SMS 0 24' O.C.TYP. • 0 J TYPICAL ANCHORS SEE ELEV. SPACING H TYPICAL ANCHORS SEE ELEV. FOR SPACING j f WOOD BUCKS NOT BY DORALUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING A. INTO 2BY W000 BUCKS OR WOOD STRUCTURE S 14 SMS. 1-1/2" MIN. EMBED. B. INTO 1BY WOOD BUCKS OR INTO MASONRY 1/4' DIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY SEALANTS; FRAME ANC LEAF CORNERS. INSTALLATION SCREWS AT SILL ANO ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH 'Aa LEAF LOCK STILE. 53- FROM BOTTOM CONVENTIC NAL . LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH : -..TNE LEAF LOCK STILE. 43" FROM BOTTOM CONCEALE=• THROW BOLTS AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE MANUALLY OPERATED SUDE BAR 3/4- X 1, .4' X 12" LONG AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8" THIC.< AND 7' LONG WITH 5/16' PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 7 FROM TOP & BOTTOM AND ONE +.T MIDSPAN Engr. OR. SUMMON rARCU0 STRUCTURES PLl PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA WRUNG CODE DATE 3 Q 41 1 BY .4. PRO T ... ROL MISIOH 51)11 •DECOMPWNCE • !- ACCEPTAP CE NO.,JA - 24. 11 o V $ °, =a c. Igag— C s • fl 1 fi (sheet 2 of 4 drawing no. W98 -58 ) DOORS TTTTH 3/ 6' TEMP. GLASS NOMINAL DOTS. DESIGN LOAD - PST DOOR HEIGHT LEAF WIDTH EXT. INT. 1 2/6 71.4 91.3 6/8 2/8 68.0 86.9 65.0 83.1 2/10 / \ •�::� / \ / 3/0 62.4 79.8 2/6 57.3 73.3 8/0 2/8 54.4 69.5 51.8 66.3 2/10 3/0 49.6 63.4 1 DAYLITE OPG. /\ n / / / \ , �� / / \ / \ / \ \ \- / . N. \ N. // ∎: \\ / � / \ S \ / / / 1 HONINAL VIDTH FRAME WIDTH I LEAF VIDTH DAYLITE OPG. 2/6 RX) 1 31 -1/2' n 20' 3/0 4X) I 37 -1/2' / � / \ S \ / / / . / \ 28- 11/36• E0' , 6/0 (XX 71-3/4' / \ / \ •�::� / \ / \ / \ I 11 HONINAL VIDTH FRAME WIDTH I LEAF VIDTH DAYLITE OPG. 2/6 RX) 1 31 -1/2' / 20' 3/0 4X) I 37 -1/2' / � / \ S \ / / / . HONINAL VIDTH FRAME WIDTH I LEAF VIDTH DAYLITE OPG. 2/6 RX) 1 31 -1/2' 28- 11/16• 20' 3/0 4X) I 37 -1/2' 34- 11/16' 26' - 5/0 ax) 59 -3/4• 28- 11/36• E0' , 6/0 (XX 71-3/4' 34- 11/16' 26' NOMINAL HEIGHT /FRAME HEIGHTS LEAF HEIGHT DAYUITE OPG. 6/8 n 77 -3/8' 69 -3/8' 8/0 / \ 85-3/8' • / \ / r.tY / / \, / \ / \ I 1 NOMINAL HEIGHT /FRAME HEIGHTS LEAF HEIGHT DAYUITE OPG. 6/8 79 -7/8• 77 -3/8' 69 -3/8' 8/0 85 -7/8• I 93 -3/8' 85-3/8' .' • 1 D.L OPG. 34 11/16' NOTES; 1. THIS STRUCTURE IS °ES1GNlb AS PER THE SOVM FLORIDA DIILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS ?LS PER - ASCE 7 -65 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LQAD; TO THE STRUCTURE. 3. ANCMGR S SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCi4bR'EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. Ali. STEEL 94 CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. • TYPICAL ELEVATION ( XXOx ) TESTED UNIT ( OXO ) ( OX ) ( xxo ) , PPROVFD CONFIGURATIONS 34 11/16' LEAF WIDTH 37 1/2' FRAME WIDTH ( OX xo 16' JUL 1 6 2001 'jh %f ( 0 ) Engr: DR. WJWTOUN FI44000 =moon F1A. PE j 16567 SERIES -100 ALUMINUM ENTRANCE DOOR COMPARATIVE ANALYSIS CHART BASED ON FTL -1051 DATED 12 -21 -94 TEST SIZE - 72' X 96' (2LEAF) DESIGN LOADS - +49.6. -63.4 PSF WATER INFILTRATION TEST - 10.1 PSF TESTED GLASS - 3/16' TEMPERED I IMPACT RESISTANT SHUTTERS REQUIRED .1 HEIGHTS: WIDTHS: ( XX ) APPROVED AS COMPLYING WITH THE SOUTH Ft . I . ... : OA uIII 1 uli BY d PR• • T • OLOMSION BALM CODE COMPLIANCE OFF ACCEPTANCE AT)• Of' 072q /4 0 0 2 7 a ~ O a V s ^g m w'Ao o < a , 264: in Et ( n 6 .2 Y � C drawing no. W98 -58 sheet 1 01 4 (Cote: to- 27_00j / 1 do e I b. or .w.t� J w. b )LL sc /2t /2 - i ) (revisions: ) `no by description SERIES -300 ALUM HORIZ. SLIDING WINDOW PINO WINDOWS CORPORATION 6860 N.W. 75TH STREET MEDLEY, FL. 33166 TEL (305) 888 -994 FAX (305) 888 -8079 I J .ROOQ CORPORATION RS. PLANNERS & PRODI+`CT DESIGN 87 AVE LORIDA 33174 264 -8100 FM. (305) 262 -6978 L COMP- ANL \W00 -4 • • M I.A Iyl I•DADE Mill a PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems Onc Premdor Drive Dickson ,TN 37055 The expense of such testing will be incurred by,the, manufacturer :. ACCEPTANCE NO.: 01- 1031.04 EXPIRES: 11/05/2006 APPROVED: 12/11 /2001 _ _1so9s e..e+tpdeee. LCmplTCes \nOtlee- aceepFante- Cover- page:doc Internet mail address: posteraster @buildingeudeonline.com i` IAiYII- D.- \DE COUNTY, FLORIDA METRO -DA DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADL F I3UILDING 140 WEST FLAGLER STREET. SUITE 1603 - MIAMI. FLORIDA 33130 -1563 • (305) 3 75 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SErrION (305) 375-2527 FAX (305)375-255S CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 TAX (305) 375.2903 PRODUCT CON'T'ROL DIVISION (305) 375 -2902 VAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Entry SE Double Door \v /sidelites7Outswing- Opaque -8'0" In a Wood Frame • under. Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Ivlsterials and "Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to. perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez - Cltief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office I-fomcpage: http : / /www.builctiugcodeonline.com Premclor Entry Systems ACCEPTANCE No.: 01- 1031.04 APPROVED: December 11, 2001 EXPIRES: November 5, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0720.08, which was issued on November 09, 2000. It renews the approval ofa residential insulated steel door, as described in Section2 of this.NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. - . :s 2. PRODUCT DESCRIPTION 2.1 The Series "Entergy" Outswing Opaque Double Residential Insulated Steel Door w/ Sidelites and its components shall be constructed in strict compliance with the following document: Drawing No 31-1034 - EM-O, Sheets 1 through 6 of 6, titled "Premdor (Entergy Metal Edge) Double Door w/ Sidelites in Wood Frame w/ Bumper Threshold — 3'0" Height (OutsWing)," prepared by manufacturer, dated 6/15/93 and revised on 7/27/01, bearing the Miami -Dade County Product Control renewal stamp with the NOA number _ expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. :' , LIMITATIONS 3:1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in • •:a.pproved drawings. Single door units shall include all components described in the active leaf of this ':approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters):' Door Slab: The installation of this unit not require a hurricane protective system. Sidelites: The installation of these units will require a hurricane protective system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 oFthis Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buildinr,Code (SFI3C) in order to properly evaluate the installation of this system. 2-- Raul Rodriguez, Chief Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01- 1031.04 APPROVED: December 11, 2001 EXPIRES: November 5, 2006 NOTICE OF ACCEPTANCE: STANI)ARI) CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2: Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, .and the following statement: Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be.considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; . d) The engineer who.originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. .Any revision or change in the materials, use, and /or manufacture of the product or process shall :automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing 'an revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. • 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodriguez, Chief Product Control Division MIAM , 0ADE 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE I'ino- Windows Corporation 660 N.V. 75 Street Medley ,FL 33166 Your application for Notice of Acceptance (NOA) of: Series 400 Aluminum Glass Sliding Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -I)ade County Building Code Compliance Office (BCCO) under the•conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. 13CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0606.04 EXPIRES: 10/01/2006 This application for I r) itcti Approv, has been reviewed by the BCCO and approved by the luilding Code and Product I�vnir1+ `as4°"'c used in Miami -Dade County, Florida under the conditions set forth above. AI'I'IZOV TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • 7N t; CONDITIONS D C; r,. /,: E & 1 1tOl)UCT REVIEW C0M IIT I'EI; BY: 1 \s0450001 \pc2000\ \templates \notice acceptance cover page.dot APPROVE') APPROVAL PERTAINS TO GENERA!. FEATURES ONLY AND DOES + •1)VEn A COMPLETE CHECK ON O(ME S5O S OR-CI 'ANTITIES. DATE: �_ _a Internet mail address: postmas(cr @build ingcodconlinc.com 'WILDING CODE CMII'LI,\NCE OFFICE MI•:1'R0- I)ADI; 11.A(il.1':It 1It111.DIN(i I•l0 WI:S•• FI.AGI.IiR STREET, S1IIFIi 1603 MIAMI, FLORIDA 1.3130 -1563 (305) 375 -2901 FAX (305)375-290s CONTRACTOR t.I(E sIN(;SE( (305) 375-2527 TAX (105) 375.2558 (:ON ItACIon a:Nl•OR('r:An•:Ni'n ► n•tstoN (305) 375.2966 FAX (305) 375-290)( Raul Rodriguez Chief Product Control Division L t,., 1lomcpagc: littp : / /www.buildingeodcunline.com ruoouCI CONTROL 1' I VISIO. (305) 375.2902 FAX (305; 172 -633 Francisco J. Quintana, R.A. 1)ircctor Miami -Dade County Utti • MIAMI -DAl)L COUNTY. FLORIDA NILTRO -DADL• I LAGL1 R BUILDING I'ino Window Corporation J NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS ACCEPTANCE No.: 01- 0606.04 i. API'1.tOVED AUG 0 2 . ?OO1 l?"CP11tES : October 01, 2006 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1015.04, which was issued on October 01, 1998. It approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 400 Aluminum Sliding Glass Doors and its components shall be constructed in strict compliance with the following documents: Drawing No WV01 -28, Sheets 1 through 4 of 4, titled "Series 400 Aluminum Sliding Glass Door," prepared by Al Farooq Corporation, dated 5/24/01, signed and scaled by Humayoun Farooq, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 1 5. LABELING • 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manuc crcz, P.E. Product Control Product Con of Division met Pino Window Corporation 3 ACCEPTANCE No.: 01- 0606.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS AUG 0 2 2001 : October 01, 2006 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the nlanufacturer's name, city, state, and the following statcmcnt: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acccptancc holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nccd not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2, and this last page 3. END OF THIS ACCEPT NCE Ai A ...!� / Manuel Pc cz, P.L. Product Control Exar Product C ntrul Division , k∎. \ \ 1 „";,. 4 A 1 1 ! 3/16" TEMP. GLASS /// i /. • . ' %// I � UT- ( +) INT. ( -) EXT. ( +) I I 56 3/4' MAX. ca. ( +) D.L OPG. 61 1/4' MAX. , k∎. \ \ 1 „";,. 4 A \\ \\ �> DESIGN LOAD CAPACITY - PSF (3/16" TEMP. GLASS) PANEL WIDTH NOMINAL FT./IN. DOOR HDGHT FT./IN. NO REINF. MED. REINF. HEAVY REINF. UT- ( +) INT. ( -) EXT. ( +) INT. ( -) ca. ( +) INT. ( -) 2/6 3/0 4/0 5/0 6/8 500 74.4 66.7 97.5 70.0 115.8 50.0 65.0 66.7 96.1 70.0 109.2 50.0 54.0 66.7 81.3 70.0 93.5 48.4 48.4 66.7 73.3 70.0 81.7 2/6 3/0 4/0 5/0 8/0 50.0 59.6 66.7 89.8 70.0 96.6 50.0 51.6 66.7 77.8 70.0 89.2 42.0 42.0 63.4 63.3 70.0 79.7 36.7 36.7 55.3 55.3 70.0 70.0 a AT HEAD/SILL 0 .J 0 1 XO ( O X (OPPOS PANEL WIDTH XX APPROVED CONFIGURATIONS DOOn M 1J+h L 21' MAX. AT SILL TYPICAL ELEVATION XXO TESTED UNIT XXO (SHOWN) OXX (oPPOSrrE) OXO 12' DR 1 6' IvJ. I SEE CHARTS DOORS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 1 XXX 40 0 8 L PANEL WIDTH NOMINAL FT./1N. 2/6 3/0 4/0 5/0 2/6 3/0 4/0 5/0 DOOR HDGHT FT./IN. 6/8 8/0 NO REINF. EXT. ( +) 50.0 50.0 NT. ( -) 86.9 86.9 74.4 65.0 MED. REINF. HEAVY REII:F EXT. ( +) 66.7 . 66.7 EXT. ( +) 70.0 70.0 86.9 86.9 54.0 48.4 59.8 50.0 48.4 50.0 81.3 72.9 72.5 50.0 42.0 36.7 51.6 42.0 36.7 HEAD ANCHOR SPACING = 16' O.C. SILL ANCHOR SPACING = 21' O.C. JAMB ANCHOR SPACING = 21' O.C. 66.7 66.7 66.7 66.7 63.4 55.3 72.5 70.0 70.0 70.0 70.0 70.0 70.0 86.9 81.7 72.5 72.5 72.5 70.0 63.3 55.3 HEAD ANCHOR SPACING = 12' O.C. SILL ANCHOR SPACING = 21' O.C. JAMB ANCHOR SPACING = 21' O.C. NOTE$ 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - 88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 1UF1'rctsor..1) r.$ CMPLWG WITH THE 3WTH FLORIDA 60000 CODE OA E • 1 .41111 BY / /. / PROD i T C• ROL DIVISIO 4_ . BUILD I CODE COAIPUANC OFFICE ACCEPTANCE 140. OF a604 m c 0 . y c 0 u 0 v 43 0 0 0 c ■■• St. ( drowing no. W01 - 28 [sheet 1 of 4 data: 03-24-01 ALUM. SLIDING GLASS DOOR • Ta 2 WEEP NOTCH a. • ' �� 1" LONG AT ENDS NO REINFORCING • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WEEP NOTCH. 1" LONG AT ENDS . MED. REINFORCING HEAVY REINFORCING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS: 3/16 TAPCONS BY ELCO, OR AN EQUAL SELF TAPPING CONC. ANCHOR HOLDING A CURRENT NOA. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-1/4 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/2 MIN. EMBED INTO CONC. AT SILL 1 -1/4 MIN. EMBED INTO MASONRY AT HEAD AND JAMBS SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. LOCKS: SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39 -3/4' FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. GLA7tNG ° AIL SCALE 1 : 1 ' l Engr. DR. HULtAYOUN FAROOQ STRUCTURES FLA. PE j 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PROCUp SOPNTROL DIVISION BUILDI G CODE COMP' C FF10E ACCEPTANCE NO. 6 l - '�_ ' 0° U C4 0 o a 1A '.t U Z M Cr O ° a Vi a.' d W o W w • 1 Z N 5 � 11 Vl 0 0 _> 0 0 col ca 0 d 0 0 0 c 1 E drawing no. WO1 -28 (sheet 2 of 4 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING D.L OPG. MOVING PANEL PO X 1 -1/4' FH SMS 4 PER ANGLE 110 X 1-1/4 FH SMS 2 PER ANGLE O.L. OPG. i NO REINFORCING SCREEN OPT .I 1 18 X 1' SMS EXTERIOR DOOR WIDTH MEDIUM REINFORCING HEAVY REINFORCING MOVING PANEL © G+ D.L OPG PANEL WIDTH j a x 1/2 s w5 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 FIXED PANEL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 BY PROD" T NTROL DIVISION BUILDING CODE COMPUANCE OFFI ACCEPTANCE N0/ n 0 W ° 4 oo O a (4 1 O V) w O Z ") O m O a a Y O a- m8 U) O w N n W N r L F C O N d 0 0 U N O b O C O n 0 0 5 1 drawing no. WO -28 sheet 3 of 4 • rn J uJJ - ■, ■ 3 PW -5 -000 -3 2 FRAME JAMB 6063 -75 - 4 PW -5 -000 -4 2/ PANEL TOP & BOTTOM RAIL 6063 -T5 - 5 PW - 5 - 000 - 5 1/ PANEL LOCK STILE 6063 -T5 - 6 PW -5 -000 -8 1/ PANEL INTERLOCK 6063 -T5 - 7 • PW- 5 -0009H 1/ PANEL FEMALE ASTRAGAL 6063 -T5 - 8 °W -5- 000 -1C 1 ASTRAGAL STIFFENER 6063 -T5 - 9 - 4/ FIX. PANEL FIX PANEL CLIP ALUM AT 24' 0.C. 10 FP -223 AS REOD. GLAZING GASKET VINYL PROTOTYPE PLASTICS 11 FP -37 AS REOD. FLAP WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS 12 5553 AS REOD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 13 2023 AS REOD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 14 2021 AS READ. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 15 - 1/ PANEL PANEL RETAINER CUP (9/16 X 7/8 X 1/8 X 4 LONG) ALUM AT FRAME SILL 16 - 1 ASTRAGAL RETAINER CUP (3/4 X 3/4 X 1/8 X 1 -3/4' LONG) ALUM AT FRAME HEAD 17 - 2 FIXED INTERLOCK CUP (2 X 2 X 1/8 X 4 -1/4' LONG) ALUM AT FRAME HEAD ANO SILL 18 - AS REOD. INTERLOCK REINF. BAR (1 -1/2' X 1/4') STEEL FOR MEDIUM DOOR: 19 - AS REOD. INTERLOCK REINF. BAR (1 -1/2' X 1/27 STEEL FOR HEAVY DOORS 20 - AS READ. BOTTOM RAIL REINF. TUBE (3/4' X 3/4' x 1/8") ALUM - 21 30025/902 1/ MOV. PANEL FLUSH MOUNT HOOK LOCK - AT 39 -3/4' FROM BOTTOM 22 - - LOCK KEEPERS AT LOCK LOCATIONS - AT 39 -3/4 FROM BOTTOM 23 19- 7623 -212 2/ MOV. PANEL ROLLER ASSEMBLY - REFLECTOUTE PRODUCTS 24 110 X 3/4' 1/ CORNER PANEL ASSEMBLY SCREWS - - .937 .375 1 - I L 3.905 F - 1.3454-L688 -i .875 V- TOP/BOTTOM RAIL .125 --i r 1 1.250 1 .500 1.250 I 1 -I .688 L FRAME JAMB - 1.406 FRAME HEAD 1.850 11 I 1.014 1 .375 t 1 1 .062 - 1 LOC/ STILE .062 TYP. T 4.406 .062 TYP.- 4.654 1.750 FRAME SILL .093 T .719 .750 L 1.840 L1.312 2.000 1.781 .078 J FIX. PANEL CLIP .399 - 2.500 - INTERLOCK . 1 � 062 -I .708 r- .375 .688 1.500 1 i 2.875 1.030 2.242 1.188 J� 2.402 - 1.594-1 FEMALE ASTRAGAL STIFFENER J:C 1.188 2.562 Engr. DR. HUTAAYOUN FAR000 STRUCTURES FLA. PE J 16557 -- J1) N 0 1 2001 APPROVED AS COMPLYING \VITH THE SOUTH FLORIDA BUILDING CODE DATE BY PROD ..T - •NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO. L9 0 ‘ 04- 04/ 4J EE w N 0 . c 0 a v N 0 9 O ,c 3 o` a drawing no. WO1 -2o (sheet 4 4 April 7, 2004 Miami Shores Florida Building Department 10050 N.E. 2 Ave. Miami Shores, FL 33138 Laura Maal Residence 550 N.E. 96 Street Miami Shores, Florida Permit no. BP03 -1133 Ph. 954- 822 -1581 Dear Officer, According to FBC an inspection was performed at the residence above mentioned for reinforcement of Rake Concrete Tie Beam. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Anais A. Badia Florida Register no. 43380 C.c.: file Anais Aurora Badia P.E. 1405 Country Club Prado Coral Gables 33134 Ph. 305 - 984 -0598 BP 03-il �3 N oR n e s 1s t Step 1. Step 2. dux► INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: which must rw signed by the pL.iptCLY Qw�er and qualifier. Both s'gnatures must be notarized. Please Complete the attached p ermit application processing of your a li:at`.on. I: roofing work will be clone, a roofing application must be submit - print or type to allow for a more accurate p g Y PP ted along with this permit application. co u' et _ . • • i • • with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: c ddress Folio Number Lot G Block �/j��, "„ ubdtvf� SBcr P13_12_ PG �� Current Use of Property 'T' Proposed Use of Property Tenant Information �'� ARCHITECT • Name •• �v License No. 00/3/2.0 . Address /� /L r' ita , /q 2 • 'T�1 33/ ,yi9 —R11 F�- . 7 Telephone 301-"_ Fax Btt r v '9G G PROPERTY OWNER Name Home Telephone Address2 07 P. E. 3o P/47(4 / 5-#e -5 pc • Z7 -131 Sl -37j7 r • Business Telephone T/- 727-x'31' PERMIT CHANGE ( ✓ Ch g Contractor Renewal Revision Extension Supplement Reinspection Apt. `b escription of Work _ Master_P.;►'ulit No ' Cilb "siriary PzrmiZ No ; A//fix/ fre- • State Zip City Zoning / • —/-7-r Linear Feet S 4P d / Floors Z `square Feet Units 1..l1d1 of Work / 7 O ,7P • Bldg Value 1 4 79 / �D Tax Assessed/Appraised Value Flood Zone t PERMIT APPLICATION 467.e / S7aexi G . - /v / Base Floor Elev. TYPE OF MANAGEMENT) ✓ ) Enclosure New Construction Alteration Exterior Alteration Interior Relocation of Structure Foundation Only Repair Demolish Shell Only Add'I Attachment Other Other Add'l Detachment ENGINEER Name License No. Address Telephone Fax CONTRACTOR �/ Name /0D/2- /-' f'7z 20 License No. / G Address / 2 75 ' h'/ • 3 7 �11 1 s � Telephone V4ii 0ry, Fax 3: ; t _ yQ 0 + L X Qualifier Name U/ ri 2t Mar 31 03 02:15p Laura Maal 9547278382 iarni SILore3 ' Village DEVELOPMENT ORDER CASE # PZ03- 0220 -05 APPLICANT: Laura Maal SITE ADDRESS: 550 N. E. 96 Street Whereas, the applicant has filed an application for site plan approval for a new house before the Planning and Zoning Board on the following described property: Lot 6 of Block 54 of "MIAMI SHORES SECTION NO. 2" according to the Plat thereof as recorded in Plat Book 10, Page 37 of the public records of Miami -Dade County, Florida. Whereas, a public hearing was held on February 20, 2003, and the Board, after having considered the application, after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2_ The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, the drawings, and conditions agreed upon at the hearing. The applicant must satisfy all - applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. Action taken today does not constitute a final development order and one or more concurrency determinations will-subsequently be required. In addition, the following terms and conditions are imposed: compliance with landscape, saving trees #6,7,8,9,12,13 on survey, and FEMA requirements_ Passed and adopted this-20 day of February, 2003 upona Motion'to Approve . by the Planning and Zoning Board withithe vote as follows: : . Member Abramitis Yes Member Sho Member Crutchfield Yes Chairman Fe Member Sastre Absent ckey Yes man Yes • rman, ' an (rig and Zoning Bd. p. 2 BUILDIN PERMIT FBC 2001 Miami Shores Village Building Department ,E(F, OFD r 6d Plumbing Mechanical Roo Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ??4C"ef a %4U M f # Owner's Address ,JCi /Aci'd' gd Ih C'A - 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City � / A-'7'A 1/ C.A. State T Cr "( elA Zip c Tenant/Lessee Name /V 7 A Phone # /V Job Address (where the work is being done) - / F -S1— VII City Miami Shores Village C mi- e Zip z. i't Is Building Historically Designated YES NO Contractor's Company Name it 11 ptk45E i , ' 4 r G Contractor's Address 1 If et Y tv (4/ c (/ 9.1 City /b, A Le State Qualifier pe V L. • L4 j2e Z Architect/Engineer's Name (if applicable) VI C ( l !s C Z O . Phone # Architect/Engineer's Address / 35 :`J IA) 3z State C2 1 DA Zip City / ( / /Sa - cl $ Value of Work For this Permit Number of: B Type of Wor Describe Work: O otal Fee Now Due $ L 01 6 2-- Phone # .. 36 7 _ �60. Zip (3 (7 ) - c5(1" * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ .� �✓/ t f , © 0 Tech $ / 0 • y )--- -- scanning $ Notary $ County Escrow Fee $ Education/Training Fee $ Code Enforcement $ Bond $ . Struct. $ Minus Plans Check Fee Radon $ (Continued on opposite side) Bonding Company's Name (if applicable) /V /A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. er or Agent The foregoing instr6 lent was acknowledged before me this 3 day of 1 , 20Q, by T cj f o E r- 1 7 .4 27_ , who is personally known to me or who has produced 061)41S 1 I C enSC'_ As identifi and who did take an oath. NOTARY NOTARY PUB Sign: 0,, " "' Lois Pascal Sig ' �' �''.5 = Commission # DD 03$544 Print: LaS iii ;`� ' Expires A 11, 3005 Print: „�S e •..- �'.` Bonded Thru My Commission Expires: ' ;o` Atiar Bonding co., Inc, My Commission Expires: ESTHER C. ZELADA Nowt) PUBLIC - STATE O A 1 EXPIRES 7/2/2007 SONOEO TMRU i l -NO TARY1 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY chc7t7 /03 (Certificate of Competency Holder) The foregoing instrument was acknowledged before me this -20 day o , 200 , by who is rsonaly known t� o or who has produced as id ficati. s and who did take an oath. State Certificate or Registration No. Certificate of Competency No. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning iEM ATH TIE UNIT FEE ITEM I SWITCH OUTLETS 1- •r) 4 FEE ITEM SPACE HEATERS UNIT FEE IDET LIGHT OUTLETS ri O CENTRAL HEATING ISHWASHER RECEPTACLES 1 l) A/C (WIIO) ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) 1INKING FOUNTAIN SERVICE SIZE IN APS ZOO DUCT WORK !OCR DRAIN SERVICE REPAIR/NETER CHANGE REFRIGERATION REASE TRAP APPLIANCE OUTLETS g PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP I UNDERGROUND TANKS AVATCRY OVEN ABOVE (ROUND TANKS AUNDRY TRAY WATER HEATER f U.F. PRESSURE VESSELS LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS HOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS INK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION INK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES INK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS EMQORARY WATER CLOSET MOTORS OVER 10- 25 FP FIRE SPRINKLER SYSTEMS JRINAL MOTORS OVER 25-100 FP COOLING TOWERS LATER CLOSET MOTORS OVER 100 FP VIOLATION 'NDIRECT WASTES A/C WINDOW REINSPECTION LATER SUPPLY T0: AIR CONDITIONERS 9. • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE _ • SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES ;EWER CONNECTIONS SIGN TRANSFORMERS 1TILITY- SEWER SIGN TIME CLOCK ITILITY -WATER FIXTLRES ;EPTIC TANK ANTENNA ' IELAY TELEVISION OUTLETS )RAINFIELD, 4' TILE/RES. VIOLATION 'UMP E ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. :ATCH BASIN IISCHARGE WELL 10MESTIC WELL AREA DRAIN 100F INLET t • 30LAR WATER HEATER ', :IRE STANDPIPE '001 PIPING • _AWN SPRINKLER SYSTEM 3AS RANGE €ETER SET (GAS) 3AS PIPING 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 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 11/18/2003 Applicant: FRADER Owner: ONE, INC. JOB ADDRESS: 550 NE 96 Contractor ALL PHASE ELECTRICAL Local Phone: 305 - 362 -5669 Parcel # 1132060140700 Electrical Permit Permit Number: EL2003 -294 ONE, INC. FRADER ST Contractor's Address: 11899 NW 91 AVE Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE '150.000 cc- Fees: FEE2003 -5848 FEE2003 -6861 FEE2003 -7258 FEE2003 -7259 Description CCF Building Fee Training and Education Fee Technology Fee Total Fees: Amount $5.40 $417.00 $1.80 $10.42 $434.62 Total Fees: $44.60 4 Total Receipts $0.00 Permit Status: APPROVED Permit Expiration: 3/28/2004 Construction Value: $8,400.00 Work: ELECTRICAL NEW HOME 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: Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/18/2003 Applicant: FRADER Owner: ONE, INC. JOB ADDRESS: 550 NE 96 Contractor ALL PHASE ELECTRICAL Local Phone: 305 - 362 -5669 Parcel # 1132060140700 Signed: (INSPECTOR) Signed: (Contractor or Builder) Electrical Permit Permit Number: EL2003 -294 ONE, INC. FRADER ST Contractor's Address: 11899 NW 91 AVE Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 r. - Fees: FEE2003 -5848 FEE2003 -6861 FEE2003 -7258 FEE2003 -7259 Description CCF Building Fee Training and Education Fee Technology Fee Total Fees: Amount $5.40 $417.00 $1.80 $10.42 $434.62 Total Fees: $434.62 ts: 0. Total Receip00 Permit Status: APPROVED Permit Expiration: 3/28/2004 Construction Value: $8,400.00 Work: ELECTRICAL NEW HOME BY: Page 1 of 1 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. Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2003 -294 Printed: 11 /18/2003 Page 1 of 1 Applicant: FRADER Owner: ONE, INC. JOB ADDRESS: 550 NE 96 Electrical Permit ONE, INC. FRADER ST Contractor ALL PHASE ELECTRICAL Contractor's Address: 11899 NW 91 AVE Local Phone: 305 - 362 -5669 Parcel # 1132060140700 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 Fees: Description Amount FEE2003 -5848 CCF $5.40 FEE2003 -6861 Building Fee $417.00 FEE2003 -7258 Training and Education Fee $1.80 FEE2003 -7259 Technology Fee $10.42 Total Fees: $434.62 Permit Status: APPROVED Permit Expiration: 3/28/2004 Construction Value: $8,400.00 Work: ELECTRICAL NEW HOME Signed: (INSPECTOR) Total Fees: $4 4.62 ` Q s Total Receipt s 7 ' ` ,-) 4°Y. 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 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/18/2003 Applicant: FRADER Owner: ONE, INC. JOB ADDRESS: 550 NE 96 Contractor ALL PHASE ELECTRICAL Local Phone: 305 - 362 -5669 Parcel # 1132060140700 Signed: (INSPECTOR) Electrical Permit Permit Number: EL2003 -294 ONE, INC. FRADER ST Contractor's Address: 11899 NW 91 AVE Permit Status: APPROVED Permit Expiration: 3/28/2004 Construction Value: $8,400.00 Work: ELECTRICAL NEW HOME Page 1 of 1 is Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 4al Fees: Description Amount FEE2003 -5848 CCF $5.40 FEE2003 -6861 Building Fee $417.00 FEE2003 -7258 Training and Education Fee $1.80 FEE2003 -7259 Technology Fee $10.42 Total Fees: $434.62 Total Fees: $4348 e 1 Total Receipts : *00 0 l r 6 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: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Owner's Address 150 City 9(b.gv4 1-t on= Tenant/Lessee Name Submittal Fee $ Contractor's Company Name Contractor's Address City Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: /VE •v Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing D ie Vic State FL d . N/A Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO 37.5 - 0 ❑Alteration Sl G County Miami -Dade Qualifier State Certificate or Registration No. Certificate of Competency No. 63 a ( * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ d ce CCF $ k Notary $.__. . 0 Q Training/Education Fee $ ( 1) Scanning $ ‘ , 0 ( Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Zoning 1 N3o Zip Permit No. 13PO4 I I G Master Permit No. 3P (93-1 33 Mechanical Roofing Phone # 6 15`( AZT g3 / £ 4e l 'o - to- 3 tiq Phone # 6s/ 5V re eT . Zip 3 3 ( Phone # Phone # Square Footage Of Work: New ja Repair/Replace RECEIVE A• 25 State Zip ❑ Demolition 6 0 CO /CC Technology Fee $ S (? Bond $ Bonding Company's Name (if applicable) A Bonding Company's AJdr'ess 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 -rnd a reinjection fee will be charged. Signature f , • wner Agent Contractor The fo nn oing u trujnent was a .wledged before me this �C 5 . The foregoing instrument was acknowledged before me this day of who is personally kn. o - or who has produced 1 who is personally known to me or who has produced 'fication and who did take an oath. as identification and who did take an oath. NOTARY P : IC: NOTARY PUBLIC: Sign: o. e�, '•" . S � � !►► Sign: Print: t��) ��ib:_ _ , T �` "i Print: My Commissio Expires: *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Chc 05/13/03 nJ ng Co., Inc Signature day of , 20 _, by g n � 0 : 1 - Sew Sc oL ec.i 4Jlc a I (S) My Commission Expires: ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * *. / *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: AU627200O Plans Examiner Engineer Zoning /4vRik d 5 ,,z Located at: Proof of ownership provided ( ) Was acknowledged before me thi By Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT 5 N s t . being the legal property owner, for the property Legally described as �. , OF toult 5103(e,5 50c:ktoo W 3. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the o+ 6 ` 1 o 5y State of Florida, F.S. 489.103(7),gnd I have read and understand the following disclosure: Statement, which entitles me td ,ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. The foregoing instrument ay of 0O who is personally known to me or who has M V coca ei0Qn # E 1 IPRE Co.. Inc ovF Atl icBonding • as identification ho did take an oath. . CO)O WNTTYNO. PA.YA, NO maims DAIS 07 711111 ?IRK LONE BASS ILOOD ELay. 120652 00 :7-17-95 "X" NONE )« rx1, 4 ,S H O z Ls, 4z/ SKETCH OF BOUNDARY SURVEY SCALE: 1"= 20 . 1 (1 \ - e2.- ••• - 0 O.S �viceT .v90 ° co- o c) , - /G. 5s A m 1 \ N Jr r- 16 -.8stil /p. I 10 ,jet 4Ji of 0 L 20• 0 So. c7' j' oa'ap4' �j /1GGZ: es /L7 1 H 0 a z H I 0 z z 0 w W z z a W z z 0 H z w 41 43 x H 0 w 0 43 41 rn 0 A A LEGAL DESCRIPTION: LOT 6 BLOCK 54 OF "MIAMI SHORES - SECTION No. 3" SUBDIVISION. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFIED TO: iNTERAMERICAN BANK,F.S.B. ITS SUCCESSORS AND /OR ASSIGNSi LINCOLN TITLE COMPANY; FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK; ATTORNEYS TITLE INSURANCE FUND, INC.; FRADER ONE, INC. PROPERTY ADDRESS; 5 N.E.. 96th STREET MIAMI, SHORES, FLORIDA ROBERTO R. BRIZUELA Be ASSOCIATES 121 N.X. 138 th Court MIAMI, FLORIDA 33182 PHONES: (305) 551-4393 / 225 -1412 FLOOD INSURANCE RATS MAP INFORMATION JOB NUMBER: 03,04-185 FIELD BOOK • 115-69 FIELD WORK DATE: 5 2 3 DRAWN DATE: DATE: 04 - 06 - 04 FOUNDATION REVISIONS: LOCATION MAP N.T.S. &I. P. . SET IRON PIPE LS' STAMPED F. D. H. • FOUND 1 D L RIL . BOLE B D. H. A : E CENTER LEN'S RES - RESIDENCE F E. • L0 FLOOR ELEVATION F. F. E. • FINISH FLOOR ELEVATION SUR "LEGEND" P. R. M - PERMANENT REFERENCE MONUMENT U.E. . ,F. L P .. FOUND WON � PQI NT W. F . R 8. N. D.. 1►. N. D. E C. C. RAT - SURVEYOR'S NOTE& 1• Esamlootion of A88TRALT OP' TITLE wtU tuns to be made to daterralas rscordd toatrvmmtc U afhaNat{ mil gt lI 1 Laudon and tdsntNl=moo atiAiit it any, ere Awn in sooc.•dams with Btcorded Plat a• Ownership h suMem to OPINION OP TITLE. 4• 1SL of &mar• `BOUNDARY SURVEY'. Survey L Not Valid a=Iua Rived and Sealed the Survey* of Road. All R12fif Wna chum are unless other niss note -d. 7- Lands 8orrvwa►�7edd n deaor4 nd N Underground hsGBdiane On hnnrorsmmu Haut Sam Coated. Ens* As STA . OF F UTILITY EASEMENT WOOD FENCE MEASURE . SET A & DISC STAMPED P. L. 8. O BLOCK d �88TRUCTU3 E ENCROACHMENT EIGHT OF WAY CHAIN LINK FENCE SOURCE ELEVATION PROVIDED BY DADS COUNTY SURVEY DEPARTMENT RELATIVE TO MEAN SEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 $ • D /LOCATOR INDEX N -603 B!NCHMARK NO. ELEVATION N -603 • 8.11' 11W 8Y CZETErY1 That the Mamba 'BEEIC 0? SURVEY" of the above described p, riy cornet tb the but arm knower and Dodd u rase* surveyed under my and that there am a snorofthmeuts other than than ahow4 and maw the Wont of ehs et Technical Standards an forth by the Amide Scad of Land Surveyors in Quurtor of Florida Administrative Cods, parrnant to Bsotlan 474.027 of Florida Statutes. • ROBaTO- PROFE9el1C NAL • 'Hs OR Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1170 Printed: 8/30/2004 Applicant: FRADER ONE, INC. Owner: ONE, INC. FRADER JOB ADDRESS: 550 NE 96 ST Contractor Local Phone: Parcel # 1132060140700 Contractor's Address: Legal Description: MIAMI SHORES SEC 2 PB 10 - 37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 Fees: Description Amount FEE2004 -8791 Building Fee $100.00 FEE2004 -8792 CCF $0.60 FEE2004 -8793 Notary Fee $5.00 FEE2004 -8794 Training and Education Fee $0.20 FEE2004 -8795 Technology Fee $2.50 FEE2004 -8796 Scanning Fee $6.00 Total Fees: $114.30 Total Fees: $114.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/21/2005 Construction Value: $600.00 Work: NEW SIDEWALK Page 1 of 1 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: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/5/2004 Applicant: FRADER Owner: ONE, INC. JOB ADDRESS: 550 Contractor SLAS INC Local Phone: Parcel # 1132060140700 Signed: NE 96 (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1325 ONE, INC. FRADER ST Contractor's Address: 13894 SW 139 CT Permit Status: APPROVED Permit Expiration: 4/5/2005 Construction Value: $3,343.13 Work: INSTALLATION OF 23 SHUTTERS FOR NEW CONSTRUCTION Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 Fees: FEE2004 -10961 FEE2004 -10962 FEE2004 -10963 FEE2004 -10964 FEE2004 -10965 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $330.00 $2.40 $0.80 $8.25 $15.00 $356.45 Total Fees: $35M5 _ Total Receipts: $0.00 &:( _ Ic . 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. IIVIctork arzo General Contractor CGC 038199 13850 5. W.. 32th. Terr. Miami, Florida 33175 Ph. ( 305) 984 -0598 cell. ( 305) 480- 9668 fax Nov. 3, 2004 Miami Shores Florida Building Department. 10050 N.E. 2 Ave. Miami Shores, Fl. 33138 Re: Fraderone Inc.' residence 550 N.E. 96 Street Miami Shores, Florida Master Permit No. BP03 -1133 . Ph. 954-608-0385 Dear Officer: I want to inform you that the installation and permitting of shutters at the above mentioned residence will be done by A & B Professional Shutters and is not part anymore, of my original contract with the owner. If you have any questions or need any additional information, please do not hesitate to contact me. Sincerely Victor Marzo Miami Shores Village Building Department ermit No. Job Name BUIL ► NG CRIT 0 UE SHEET WA Al / 5)//,-/Uto, /240A_A4, 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): Tenant/Lessee Name Owner's Name (Fee Simple Titleholder) - der r 0 NE. Phone # / — 7z V3 V Owner's Address e l 50 5 t '-'e. R a S TE. (6 Ot' — 104 City ? I P ThTI ON State f L D ( 1 et a Zip 3 3 3 . Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO k Contractor's Company Name &S,. f Ile Phone # (3 5)J;j 5q 7S 5 Contractor's Address / /o`er/ 6Ll) /c2-,P A-ve -i- 301 City /4O "LG /� State FL_ Zip 334 Qualifier / 6 C/ 0 /eZ State Certificate or Registration No. co 65 coo q ) Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit It 3 3 '43. 13 Type of Work: Describe Work: Notary $ SE$feriur ❑Addition Alteration - hi 4 O N O F a 3 eo:244mss Scanning $ 15— Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing N/A Phone # s. S O E 6 +4 'New 54 otters r �O ** * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * *, Submittal Fee $ 6V r C Permit Fee $ 330 eo Radon $ Zoning Structural Plan Review. $ Permit No. Master Permit No. 1 j P 03 - i l 33 Square Footage Of Work: REC r ; ® OC 7 604 Mechanical Roofing a.04 13,26 Zip 331 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 s ject t attachment. so, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurs seven ) days after the building permit is issued. In the ab e of such posted notice, the inspection will not be a oved and a re' #ection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this CO , 200d , by day of CJ. Chc 05/13/03 who s personally known t.. me or who has produced Sign: Print: My Commission Expire APPLICATION APPROVED BY: As identification and who did take an oath. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature X The foregoing instrument was cknowledged before me this L2 day of OCt , 20 l3, by who personally kn 9 me or who has produced Contractor as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission 'r ' ' OMMISSION # DD27731 I EXPIRES: March 30, 2008 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCT 12 2004 Plans Examiner Engineer Zoning 26x51 53x51 158x64 1 158x64 12 38x73 23 13 14 26x27 26x27 38 x 73 2 . 96x60 96 x 36 158x105 8 7 r -i 52x51 18 550 NE 96 ST 17 16 52x51 48x47 48x47 MIA MI•DADE BUILDING CODE CO<N1PLIANCE OFFICE (I3CC0) PRODUCT CONTROL DIVISION N0TICE OF ACCEPTANCE (NOA) MIA I -DADE COUN'T'Y. 1:1.01tll)A MN I'RO -DADS I LAGI.I :R !WILDING 141) \VEST FLACLER STREET, SUITE IGUJ FLORIDA 33130-156.1 (3U) 375.2')01 FAX (31)5) 375-2911\ ,Madden !Manufacturing - Co. 1889 N. W. 22" ` Street Pompano Beach, FL 33069 SCOPE: This NO.\ 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 Nli :uni Dade County and other areas where allowed by the Authority Having Jurisdiction (Al-lJ). This NOA shall not be valid after the expiration date stated below. The I\liami -Dade County Product Control Division (In Miami Dade County) and/or the AI-IJ (in areas other than !`liami 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 At-1J 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: 0.050" Aluminum Storm Panels Shutter A PPROVAL DOCUtNIENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panels ", sheets I through 10 of 10, prepared by Knczevich e1: Associates, Inc., dated March 6, 2001, last revision /:2 dated February 19, 200), 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. !�1ISSILE IivIPACT RATIING: 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. RENE WAL 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. - 1'ER<M11NATION of this NOA will occur after the expiration date or i f there has been a revision or change in the materials, use, and /or manufacture of the product or process. Nlisuse 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 t\liami -Dade Count, 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 revises and renews NOA 6/ 98-1110.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation \vas reviewed by 1 feliny A. iMakar, P.E. NOA No 1)1- 03(3,211 Expiration Date: 03/13/21103 Approval Date: 03/21/2002 Page I LABEL 537'x, LOCATION o 0 ('1 GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3001 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STP.ENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE It= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3-3/4". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4•' BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". 02/19/02 15:14 1.0312" 125 " (TYP) S 00 " MAX O ANGLE SCALE : 1/4" = 0• -1" 12.00" COVERAGE 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -V• 0 STUDDED ANGLE SCALE : 1/4" = 0" -1•" 2.015" LABEL LOCATIO - � t't IS.O93'• 1.s0. 1.0312" ALT. STUD DIRECTION- - '-' 1/4 -20 MACHINE SCREW o ` STUD "'O.C. 0 I - L N i � 55 00 "' MAX 1__ _1 TM .050" \-:800 6.00" COVERAGE 9.065" ALUMINUM a HALF STORM PANEL SCALE :1/4" = 0• -1" TYP. N o .125- (TYP.) MAX. O ANGLE SCALE : 1/4" = 0' -1 of 1).125'1 ALT STUD DIRECTION ©I .090" (TYP.) 18 GAGE (1= 0 050" MIN.) GALV. STEEL GRADE 401 r 1 00" 1 2.00 "; CD STUDDED ANGLE SCALE : 1/4" = 0 7 5 .. _.;.313"I.660" .188"• 2.063 ".I 2.346"; O "h" HEADER 93" TYP. 1/4 -20 MACHINE SCREW STUD ® 6" OR 12" O.C. 3.375'• MAX. .092" (TYP ) t - IN ;IC 1.520" ■ . " I .375•" R -j .I ; 500 I 1 I 1 1 1 o* I �� ; `: ; 215.. U ��\ i) 1'" .090" � .o' .060 -ri 4 '--.315" R SYM. SCALE : 1 /c" = 0' -1'• �c I j �r- 7a "F" TRACK 7b BUILD -OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE : HALF SIZE 3.000" 0.125• 0 � 0 0 0 NI m� o TYP. I .165" ' y{ 1_9 1 .650" I I :320'• X 375" ;o X13 "i660" -N 1/4" -20 x 3/4• c 095" ~ STAINLESS STEEL �� (TYP.) J STUD p 6 "' OR 12" �_ - -- O.C. ALT. LEG , 1 2.000 "1 DIRECTION O "E" TRACK •= - 2.063" "U" HEADER SCALE : 1/4 = 0' -V CD , Z -STUD TRACK SCALE :3" =V -0" 691' 1 1 .090. o ? I ' `� I : 5 0 .. tni x,. ' 21, . 090" !I C I - i SYM� I .E90 ' ;' OPTIONAL STEEL BAR 12 'C" TRACK (FINISH) 13 "C" TRACK SCALE : HALF SIZE O' SCA.LE : HALF SIZE SCAL : HALF SIZE O1 2.250" , 060•_3.00" MAX 2 250•• (•i iP) l R .250" o ,O1" 094 I (D1 T . , 12D 1 1 ,5•• 1 1 .085" In! u,•- ©1 .05 .215 " ' ZAMAC WINGNUT SCALE : HALF SIZE Approved as compt)iag with the Florida Buidio Codc nstcQ3 7 Z NOA% ' MIsaiI Dade Prodact Coclrnl Di,' N rni 062•' 0 - `' -� 1 2.020"• 1.250" 3a BUILD -OUT "U" HEADER SCALE : 1/4•' = 0• -1•' 0 ' L 4 1 I SCALE : 1/4" = 0' -1" 20 GA. GALV. STEEL (= .036") GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE C WASHER SCALE : HALF SIZE .125" • 5 0'� SO. 1/4 -20 x 3/4• MACHINE SCREW .094" '-563 "0 O SQUARE HEAD MACHINE SCREW ra Y D -w 2 Z G < 2 0 • 0 t O� ▪ t• u l assiageamsagame • l i_ELITi V.J. KNE EVTCH IPROFESSIC L rN(WCEn I FL L 1 p J) on c No: O • 9133 1 20021 1 03/06/01 1.1.1• •vn 4r 1 1 AS NOTED 1i Or AV) I d pn Ey "c n•c A•0 o Y VJK VJK r craving no. 1 00 -380 1 b eef 1of 10 J 1/4•• MAX. 02/12/02 09:53 L- L " I w W, Z J; < <I C W , V • N to W =i W VI Imo! x ZI E cJ J LI; -lisOPTirINAL SEE GENERAL NOTE 7 Ex S O WALL MOUNT. 1/4•' MAX • I! -EXISTING STRUCTURE - A. a: O TRAP MOUNT WIDTH UNLIMITED (PERP TO PANEL SPAN) TYP SECTIONS.- ,- TOP MOUNT I 1� .i i 1 i 11 I!: I lilt' ?� i i I !i l Ii i II i ii 1 11. 'i �lii�h II i I I ( ! I Ii ,11I1 I ( i I i I liil ! i i hI S•! I , .PLAN VIE • ! i ' 71` rt I i I I I I I 1 i I j i i1i l I II i t !I: � L ! flOPTIONAL STEEL ii ,I ! I li i t I ii BAR ON�OUTSIDE , 1 , i OFPANELS - i i ; I SEE GENERAL TYPICAL VERTICAL MOUNT ELEVATION N T.S 1t: OPTIONAL SEE GENERAL 7. �!3 ?T10NAL SEE GENERAL NOTE 2 MIN / OVER! :ST ..- SIRUCTI:RE = Y. URE PIECE. 1;� TO {/ 1 ( OPTIONAL SEE GENET., 1 /L" MAX L — J NOTE 7 EXISTING STRUCTURE -=/ /// FASTENER (` 17" 0 C SEE • AN HGR SCHEDULE FOR ANY ACCEPTABLE ANCHOR -7 -1/2 / O TRAP MOUNT O :':;PTIONAL STEEL BAR. 1 - CN OUTSIDE OF PANELS 1 SEE GENERAL NOTE 7— / O PLArJ� �' / 1 V I 4 / 1 i DTI -_ -- r al -EMB TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1-1/2" = 1• -0" -3. ` W 100 o!,- ,..,i .500'= >/ -,/ —s i �-; ? ; � a. i ' l NOTE 7 , „r‘.� = it. i i s i !'•; 300' 0 _ � i — r; . ,; .1 .625 o a • (TYPICAL TOP & BOTTOM) • . — BOTTOM MOUNT = . 111x'• HORIZONTAL MOUNT ELEVATION NTS ' G ? TIONAL SEE GENERAL NOTE Lax SEE STORM PANEL SAN SCHEDULE TABLE 1 SIDE MOUNT MA }: ALUM ANGLE CLOSURE PIECE x 2" x i25•' MIN. TO �; r• x 5-- x .125• MAX MIN ' �j i• /. / EXISTI -y STRUCTUR- FASTENER a 12' 0 C. SEE ANCHOR SCHEDULE FOR: ANY ACCEPTABLE ANCHOR - Approval as coruplping witb two : BUILD -OUT Florida _Zlg ode NOM' _ Mismi Dtede Prodacl Control. - ',OPTIC .AL Divisinp SEE GENERAL By NOTE 7 7 OUT. SIDE INSIDE C ( TYo. a , D FACE MOUNT TYPICAL BAR ATTACHMENT (USE ONLY 1•:HEN .:-1 ?ROE JE L ECTIC:. RE3Li!i1ED1 I W Lri U I ° N V.J. KNE IpaOcE55ic • [n° +LEN; IFL L qJ"• • No: I F ( qR1 9 8 3 f 1 9 2002 , 03/06/011 �; sc a.a ire, tan - b)71 ` .s..orcnli e...,;n of ll ah.c.d nr, .. - -. V Ors..rna no j 00 -380 ' sheet 2 Of 10 I 02/12/02 09:53 • ui w SEE TABLE 2 GL ASS OR DOOR EMBED. (TYP.) FASTENER, SEE ANCHOR , SCHEDULE. REFERENCE / CONNECTION "TYPE 1 " — ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL EMBED. EXISTING CONCRETE. CONCRETE HOLLOW BLOCK, OR � JOOO / FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP g BOTTOM ^_ - - SS ' c :'30P CONNECT,ON"TYPE 4 — EXISTING CONCRETE . HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP S BOTTOM FASTENER, SEE ANCHOR �SCH REFERENCE pz CONNECTION - TYPE 2 - j 2 CONT. e 1 6 • CONT O WALL MOUNT SECTION SCALE : 3" = SE= TABLE 2 ,-FASTENER, SEE ANCHOR SCHEDULE. REFERENCE XI CONNECTION ^TYPE 4" TEK SCREWS OR 1/4 -20 i BOLT AND NUT (W` 12" O.C. r - ; / STAGGERED (TY 'P. TOP cn i O�AND BOTTOM) I — �CONT. ` n =T / TI SIDE CLOSURE RECD. [SEE ?LAN VIEW} O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/1." MAX. 1/4 -20 MACHINE BOLT & WINGNUT co 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". :._-1/4-20 MACHINE BOLT WINGNUT @ 1 2" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND 6" O.C. FOR PANEL LE GTHS GREATER THAN 104" 1/1." MAX. • EMBED (T YP.) CONT.— GLASS OR DOOR—i. 1/4 -20 MACHINE BOLT WINGNUT p 12" 0 C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND (al 6" O FOR PANEL LEF`]GTHS GREATER THAN 104" i / i / y/ »EDGE DI , — ti Z / FASTENER, SEE ANCHCR / SCHEDULE. REFERENCE / CONNECTION "TYPE 3" .— FASTENER, SEE ANCHOR \ SCHEDULE. REFERENCE \ CONNECTION 3" • /EDGE DIST 1 — GLASS i�—� OR 'DOOR SEE TABLE _ SEE TABLE 2 CEILING /INSIDE © MOUNT SECTION SCALE : 3" = 1' -0" E X!STING C0 -- CRE T- HOLLOW BLOCK CR� WOOD FRAMING. _ ASTENER SEE ANCHOR S ri 3% 1 j SCHEDULE. ?. CNNECT:ON"Th'RE 6- l / - - - / ; / 2' t - :;; LI/ 1/4' O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" 1 M. " - EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED CN TYPE OF STRUCTURE) TY ?. TOP S BOTTOM Appro.ed as cunlp■ing the Florida Bolding Code Da c J / 2 { / .:,� Z. Nomanl -n.0 {•O z Miami Dade Product Cori ml Dh bio / BY U4 4 1 4' 0.."44- 6/ CO • O z Z :- W N ~ u t— < ° 0 U d O . (./3 u, N a Q z W U O W 7, NJ n W Z 0 t ]Cu 8 0 sai Ai AQ c r ; • 2.00 3/06/C1: 7.7110 ,Or•on by -g MOTCO 11 •V I ` td. •.On b� by V.IK V ^1 .---- no 00 -380 i sheet 3 of 10 i SEE TABLE 2 GLASS OR DOOR THREE 1/4"4 WOOD LAG SCREWS W/ 2 -1/1." MIN. EMBED. (al 24" 0.C. MAX. 02/12/02 09:54 CONT. 4" x .25C" / ALUM. PLATE OVER WOOD MEMBERS — GLASS OR DOOR— SEE TABLE 2� 1 .. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 P.S.F. WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" \ K-1%2:".1-1)2" J � i -1/2' . i- i /2° / l E p r I C �� , I:.r i jlj �,, r© 1 ■ Ir —#f 14 S"'.S BETWEEN TRUSSES (la 24" D.C. w. 1- w, N x J CONT. N SOFFIT CONNECTION DETAIL SCALE : 3" = GLASS OR DOOR SEE TABLE 2 \ --FOR WOOD BLOCKING USE 1/ S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al 12" 0.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (1a 24" 0.C. MAX. 1" x 4" x 0.055" OR & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE 2" x 4" x 0.055" ALUM.\ \ (al MIDWAY BETWEEN STUDS. TUBE OR 2" x 6" P.T. 1 — TWO -1/4 "0 S.S. LAG SCREW (al WOOD BLOCKING 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS WOOD ROOF TRUSS OR FRAMING MEMBER 24" 0.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. EMBED. (TYP.) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1 (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6" OR 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" THREE 1/4 "O WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" G.C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4" OR 1" x 6"' .062" CON ALUM. TUBE (6063 -T6)— #i14 SMS (i 12" C.C. BETWEEN TRUSSES (:J 24- 0.C. GLASS OR DOOR f _ j II/ SEE TABEC 2 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 ^- G " E Q. I MAX. DESIGN 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) © WALL MOUNT SECTION (OIRECT MOUNT W/ SPACER) SCALE : 3" = 1 I ACCESS HOLE (TYP.) 0 1 =. ` 3• C0011 • J I x, E J LOAD = 56 P.S.F.) 1 Ila ?� /STUCCO FINISH OR w y PL YWOOD CFFIT 1/4" MAX. O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" ti < w. X r. OR E., 3/=." MAX.j 1/2" SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS l,t• 2 /' OR FRAMING MEMBER (a124" O.C. MAX. 2" x 5" x 1/8" ALUM. PLATE (5063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 ## 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN p 1" O.C. 1" x 4" ALUM. TUBE Approved as complying with the Florida Baidins Codc Dote OS /21 /2o 2 N O A P O I - nS.13•nZ Mimi Dade Product Control Dis'isi Dy __ 8- ? {� HOLLOW EXISTING CONCRETE. ►� ''I � HOLLOW BLOCK, OR WOOD P ' / FRAMING — FASTENER. SEE ANCHOR SCHEDULE REE: CONNECTION - TYPE 5" (1 ) OR 7a+ CONT. I� f i , NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" T . SEE TABLE 2 H-GLASS OR DOOR i a •I "'7 1 i • , ' / <_ 7 4- = = - . • /. - d _ , ''='..— \ : - ; -. /r • ' —/ r - FASTENER SEE ANCHOR SCHEDULE REFERENCE I /W0 TA----=-1/ 4-20 MACHINE BOLT WINGNUT (al 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (7a 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 MAX. DESIGN LOAD= _51.0 P.S.F. 1- J J CL X � Z CONNECTION 5" E O BUILD OUT SECTION (TYP. TOP E BOTTOM .,LE 3" i' CC" Uz Z .= W v� L/ 1— 7 < o U as O. win I < z U 0 >_ N � wtn Z 0 u V.J. KNEZ ' or[Z5IOr. IFL LI PE g Fro CCR No: 0 983 on dr•v,np n•. 00 - 380 2002 3/06/0 (;•,• Cdr•■• •r I`s woTCJt .v Ie•• •r Ic n•c..•d b EXISTING CONCRETE, ,. / HOLLOW BLOCK, OR WOOD I / FRAMING (SEE ANCHOR ! / /- SCHEDULE BASED ON TYPE OF STRUCTURE)------.... i E N3E0 j / • '/ L 02/12/02 09• 54 SEE TABLE 2- 1' GLASS OR DOOR 1 LJ 1/4 -20 5 5. BOLTS w/ W'INGNUTS ( 24" O.0 MAX. (TYP.) ANGLE MAY VARY O ALT. CORNER DETAIL SCALE : 3" = 1' -0" NON- STRUCTURAL FINISH 6" MAX MATERIAL BRICK OR WOOD -- ELCO (T.V A.S PANELMATE FASTENER. SEE ANCHOR ;.;;I SCHEDULE BASED ON CONNECTION 'TYPE 2" =4__,7-1/L" MAX. (MAX. DESIGN LOAD _ 61 P.S.F.) WALL MOUNT SCALE : 3" = 1' -0" 1/2' 6' 6' 1/2' i;'3/8 HOLE FOR i ! FASTENING PANEL -1-2" x 17 " ALUM. -1/4"-20 STUD • STUD ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" — 2" x 2" x 0.125" CCNT. TO4 "x.. "x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (M!N. tr 0.0478" ) GRADE 40, GALV. STEEL ANGLE 1 ..; • STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" GLASS OR 000R SEE TABLE 2 8 I- FOUR 1/4`m POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. p 4" O.C. 1-1/27 INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1' 1a) i 1/4 - S.S MACHINE BOLT AND NUT (17 12" O.C (MAX. DESIGN LOAD _ 72 P.S.F.) O EDGE MOUNT DETAIL SCALE • 3" = — 8" x 3" x 1/4" ALUM. ANGLE 1/4" -20 STUD Wi NUT @ 6" O.C. 2" x 3" x 1 /E" � r ALUMINUM ANGLE 4 \ 0 POWERS CALK -IN p 4" O.C. vi/ 7 /S" M!r: EMB INTO CONC. OR HOLLOW BLOCK. X1 2" x 5 x 1/8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. EXISTING CON; =.ET= HOLLOW BLOCK, OR ‘, R.AMING •i SEE TAC.LC GLASS ; OR DOOR L T"' SEE TABLE 2- i r • 4- EM9 / , . / . /. • 1 :1a,_ - I M STU <; AN AL 1 1 '` Ir.= 3/4" PLYWOOD 1; - - 2" x 4" x 1/8" CONT ALUM. TUBE (6063 -T6) 1/4"0 POWERS CALK -IN (a 6" O.C. j i 'v.'ITH 7/8" MIN. EMB. IN CONC. OR • HOLLOW BLOCK OR 1/4 "0 LAG SCREW (;J 1 ( N 7,' N WOOD. 12" O.. W/ 1 -1/2" MIN. EMB. - C �� - 1/2 "0 THRU BOLT (ASTM A 325) p 12" O.C. — 1/ 4"0 POWERS CALK -IN (ol 12" C.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW p 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD -2" x x 1/8" CONT. ALUM. ANGLE 6063 -T6 8 • q, E• (MAX DESIGN LOAD _ 72 P.S.F.) O "PASS THRU" DETAIL SCALE : = 1' - ♦ NOTE: WOOD BLOCKING LIMITED TO MAX DESIGN LOAD OF 72.0 P.S.F. .- HEADER MOUNT DETAIL U SCALE 3" = 1' -0' b C 1 1" x . 1 12" x 2 2" 1 2 ' x GR 2" x 4" OR 2" x 6" P T WOOD BLOCKING FAST;ENE SEE ANCHOR SCHEDULE RE= ERENCE CONNECTION "TYPE 2" 1.'_ MAX. MAX 2, 055 6063 -76 Arpro■eti ss com fdyi C K ith tht Florida Bolding Code Deter` 3 /Z ZOO 2. NOAMO1' D 13.tZ Miami Usti: Product Control MAX 1/8 TILE . FINISH M.\TCRIAL , ALUM. TUBE • j��o; ^ii_ V.J. K! EZEy'.Cl ! ;rro°C551oPU,L4 C t n; FL I _ I O f . • No: I NE: '.'`y• 1 I � F 2002; sheet 5 of 10 } E I t / . / J ' � . / a r k ! ! 1 ' GLASS \_ OR DOOR SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR) DOOR — SEE TABLE 2 02/12/02 09:55 • 2" MIN. { -1/4 "0) RAWL CALK -IN p 4" O.C. W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL / / ANE TO ANGLE CONNECTION p 12" 0.C. FOR PANEL s 8' -8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" -.^1 •1a r - w J a l wl W l 4a CONT. E J --L 1 - DETAIL AE V w , I, 0 _ t . w101 W • ' k— 0 `r - ASTENER, SEE ANCHOR .. SCHEDULE. REFERENCE CONNECTION"TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK OR V. FRAMING. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = '.' - 0" GL ASS OR 000R �. d NOTE: SEE MIN. SEPARATION 1" x 2" FROM GLASS SCHED 2.. x 2 . 0 055" 6063 -T6 ALUM. TUBE TABLE 2 2" x 4' I 2"x5 " OR2x40R2x6 P.T w000 BLOCKING ,-SEE TABLE 2 • di I X1 /4 "0 MACHINE \ BOLT (al 6" O.C. ` -1/4 "0 RAWL CALK -IN " O.C. i 1/4 -20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN CONCRETE & WINGNUT (a0 12" O.C•> OR BLOCK OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN (TYP. TOP & BOTTOM) 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" w J n H I w J TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS _ HEAD BOLT Y ' *1/4-20 x 3/4" / MACHINE SCREW i WITH .675" x .675" ( H x E .125 "SQUARE AD / I ' 5/16" I.D. AND ! 1/2" 0.D. x 3/16" 1 /• MINIMUM NYLON BUSHING OR 1/4 -20 /1/16" NUT (GALVANIZED) MIN. ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE 4a GL ASS OR DOOR 2 x ' 3 2" x 4" x 1/8 2" x 5"I 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION °TYPE 3" — rn the 104 ". 1 1a -- 6 COIN - WITH 1/4 -20 x 3/:." MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD— 7 t - '� cf ..-.FINAL LOCATION OF STJJD w: J w. E. ' ) J' { •\1 r EMBED. / : _ _ ■ 1 - 1/4 -20 MACHINE BOLT ..--.L‘..--.-L- ' -•.� / _ I E. WINGNUT p 12" 0 C. i 6 O C FOR PAN ��;. 2 ~ LENGTHS GR EATER THAN 104 - NON - STRUCTURAL, (TYP_ TOP & BOTTOM) 2-1/2" e EXISTING OLLOW BLOCK, OR WOOD FRAMING NOTE: THIS DE TA MAY 5 E USED AT TOP OR BOTTOM O PANEL AC STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" , -1/2" 0.0. x 1/4" i O. x3/16 " NYLON BUSHING , / OR 1/4 -:0 S.S. NL:T. (T`'P.) - 1 ,'1a! Approset) as compl■ing Nitb Florida Bolding Code Det 2 ri0AM o /--2- 1 OZ- Miami Dade Product Control Di, nn By iris N /1-414/-4/ • (;? C -TRACK ASSEMBLY (ISOMETRIC VIEW) G7 N.T.5. 11)la: <P 2 0 ZJ Z a <2{ in o u W of U 0 T u 7 :i 9 2012 03/06/O, lo. •.gn e o V1 1 . — — VIM . r tll•r.n0 no - -_ — 00 -380 J ( - sheet 6 of 10 I FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS 11.1 CD Cr -•: 1-U R. C NO1I: (/) ANCHOI i TYPE LOAD (W) MAX. (SEE 1 ) MIN. 2" EDGE DISTANCE SPANS UP TO 5' -6•• (SEE NOTE 1) SPANS UP TO 7•-6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 rYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3• 4 5 CONNECTION 1 rYPE 2 3 1. 5 CONCRETE = ;liU1l\1\).111 ,1 o ITW TAPCUN OR 1/ 4"0 ELCO TAPCON W/ :" rim. EMBEDMENT (mIN. 3.000 P.S.I. CONCRETE) 48 62 71.....71 G7 72 12 12 . 12 12 12 12 12 17 12 12 10 --- 8 0 12 12 12 12 12 -- 12 12 12 12 11 10 8 --- 6 6 12 12 12 12 12 -- 12 12 12 11 9 8 _ 6 - -- 6 6 12 11 10 9 8 -- 8 8 12 12 12 12 12 - 12 12 11 9 - . 0 7 6 - 6 6 12 12 .... 12 12 12 •_ 12 12 9 6 71...71.. 6 6 6 --- 6 6 10 8 0 0 8 0 6 12 12 . 12 12 12 - -- 12 12 0 6 6 ._ 6 - --- 6 6 12 12 --- 12 12 12 9 - 6 6 92 --- 112 200 *1;111111111111%M .',.V.::.:*.- * faillllCii :'i -' 1/4••m ELCO MALE/ FEMALE "PANELMA W/ 1 -3/4 MIN. EMOEOMENT 3 1/4 -20 MACHRIE SCREW WITH NDT pin. 3.000 P.S.I. CUNCUETE) 4 8 62 .. 6 7 72 - ---- -- 92 ----- 112 200 12 12 12 12 -- 12 10 9 12 12 10 8 4 3 V 11 9 _ 8 7 -- 6 `- 5 4 12 12 ' 12 12 -- 12 - 9 7 7 __ s 5 1. -- 3 3 12 12 12 11 -- 9 -- 9 9 1 • / i / / 8 G 6 5 -.- 4 -- 1. -•- 4 12 12 12 11 7 - 7 _. 7 5 4 4 3 -. 3 - -° 3 .__ 3 12 9 9 9 .- 9 - 9 -- 9 6 4 --- 4 4 _ -.. 4 ' 4 ---- 4 12 7 - 7 7 -- 7 "-- 7 --- 7 4 3 --- 3 3 - 3 ---- 3 - 3 * � '`111111� 1/4•'0 w/ STEEL 11 POWERS 7/8" EMBEDMENT MACHINE Ill CAI -K SCREW -I 48 2 12 12 12 - --- 12 12 12 1' 12 _1 12 • -' 12 9 6 S 12 _12 12 ---- 11 9 9 7 7 12 12 12 -- 12 12 12 12 12 12 11 - -- 11 8 7 6 12 12 12 --- 12 12 12 12 12 12 _ 9 . 9 -- 8 7 7 7 12 12_ 12 -- 12 12 12 12 12 - 9_ 8 - -- 8 6 6 6 12 _12 12 - -. 12 12 12 12 10 _ 6 6 .._. 6 6 6 6 9 _ 7 _ 7 --- -- 7 7 7 7 12 12 12 -- 12 12 12 12 8 _ 6 _ 6 6 6 6 6 . 11 10 - - 8 6 6 6 -6 67 --- -- 72 92 112 200 (rr 1/6�PC)WEOS RAWL2-AMA( NAIL -IN MIN. EMBEDMENT (1.111).3,000 4 8 62 67 72 -- -- 92 112 200 12 12 12 12 12 11 12 10 9 9 _.... 7 __ 5 5 12 12 12 12 ____ 12 ._ 3_ 8 8 6 5 5 . -7171 4 __ 3 12 12 12 12 _.. 10 _10 10 12 S 4 1. _ . 3 __3.. 3 10 7 7 6 -.71_. 5 S 10 5 12 12 12 12 -- _ 0 8 8 5 12 10 10 10 ._.. 10 10 I 4 f1 en I . I r m 7 fH 5 - 5 - 5 S 12 8 71.71_ 8 8 8 4 3 7171. 3 3 3 4 4 3 . -_ 3 __ 3 3 171_11 W/ 1 -1/0 P.S.I. CUNCNErE) 12 - 12 - 1 10 8 - _ 4 3 ° ANCHOR (r to. 1,000 0111 .. P w 11 I AD Nn00LT EVE ' /++" 141/1 EMBED I'. S 1. coor.11(3E) 1 -- 67 - ....J 12 12 - - 12 12 -- 12 12 1' 12 12 .___ 12 12. 7 5 '. 12 11 . _.. 10 10 -- 7 .. ---- 6 6 12 12 -- --- 12 12 __ 12 ---- 12 12 12 9 -- 9 8 7171 6 -._. 5 5 12 12 -- -- 12 12 - 12 _.. 17 12 12 9 - -- 7 . 6 . - 1. ..7171 1. 1. 11 8 - -- '1 7 - - 6 ....- 6 6 12 12 -- 12 12 - 12 - -- 12 17 9 7 - 6 6 ____ 5 -•-- 5 5 12 12 -- 12 12 __ 12 • - - --• 12 12 7 4 -- . 1. 4 -__ 1. -- - r. 1 . 7 6 _ -_. 6 6 - -.. 6 -- - 6 6 12 12 -. 12 12 ._.... 12 - 12 12 La ; 11 1!`1'111 1 1\ \ \ \11 AV\ 1,1,\111 '(I 1,./. ASHLEY (lDILK -SET .,CNEw VJITII 1 -1/4" MIN. EMBEDMENT pill. 71.000 P':.1. cotCnE IE) (.0 .---- 52 67 72 92. 112 200 12 i - 12 12 12 10 _ 12 2 10 0 4 3 .. 17 10 - -- 9 9 7 5 5 12 12 - - -- 12 12 12 9 7 7 5 --- - 5 5 4 3 3 12 12 - • • 12 11 _. _ 9 9 9 • 10 7- -- 7 6 .... S 5 ..... 5 12 - 12 - -- 12 11 .._ 7 7 . _. 7 I VI I . 41 4 1 tn r.H 12 .9. 9 9 ._. 9 9 . _ 9 1.11: 1j, 17 -7 - ....._ 7 7 .. 7 7 7 4 3 3 3 _.. 3 3 3 1' l/4 "0 OR0 SIDEWnLI( 14 E hurt (1.111). 3. • II .._.:.., I i ' 11 POWERS OA'WL -IN IL 1/ 4 -20 ROI.r 13/4 .DI w/ 1.1/4 E P 5 I. CONCRL1E) 1.8 62 _.____ 67 71.__ 72 92 112. 20^ 12 12 ..._ -. 12 .._... 12 12 12 12 12 12 ___ 12 ____ 12 12 0 7 12 12 ___.._.....__ 12 ._. 12 9 8 12 12 12 __._ 12 12 .... 12 712 12 12 12 _ 12 10 .__ 9 9 12 1? _._ 12 .___ 12 12 12 12 12 12 _ 12 _._. 11 7 __ 7 7 12 10 - _........_. 10 _....- 9 7 _ 7 7 12 12 12 12 12 _._ 12 12 12. 11 _ 11 ___ 10 8 __ 0 8 12 12 ._. 12 _ 12 12 ._71 12 12 12 7 _ ...71.....71 7 . _ 7 7 .71_. 7 7 9 7 7 -_ 7 7 .... 7 7 '2 12 12 _._. 12 12 ._ 12 12 C3 ; CO! cc CO • _ ..I.--- -- II I(-. 3 r` 1: . - -. ------• T ._ _ I r ...- - _ ._ -r 0 v I S I OII S ._. 7171 .. ( u i i , I 'IIP. • 1 IQ, I ; - .... _. . .. _ ..._.. ..._.... iA �' ,11 tI'D I 'i c'' I f 0 0) /06 /Drvix :PREV.D41vwG Me U -"0 I; o • 111x: �I ' r 9 z •-+ -- ..... _ _ _-- - _ E - , D •� ,)I1! . • .. _ 1 - _ lDECD rO ___ - . 1 1.4.''' r Q I - •r - o. o I r J _ t DlW• : - -...- _ .... MIS _, W n 1 •i �I•� ! � C' � i .. l _ - 7171... -- I W o ' i;1 [ !' o i r u 1 D C ii • 03;71. ( -. -71_ ! .._. . - : : I 1�- !_r.: AfdCH r4nrF:S: I SEE SIILET 9 OF 10 FOR COMF'LETE ANCHOR NOTES. 0 .DSiO' ALUMINUM - � KNEZEV1CH 8 ASSOCIAT INC. S'rOflM PANELS ICONSULTING ENGINEERS • PRODUCT TESTING :1280 N. UNPVEPSIT/ MINE. WOE I W • FORT V U ^ERO1LE. FL Y" 2 TEL: (9711) 382.2800 • FAH. (954) 382.2969 • FLGNDA Cl)A 13205 V.ERETE wi.w KIIE2 , 1/1C1 1 CC./ • E MNL w. v IE.ZEV.CHCG// ICOP/RIG1)T 0 200) Kr1EZEVICI( A ASSOCIATES. INC. MADDEWrr cr6 '171 i .MLAnufriCtu Fel(ti fl I CC'J1 P • PJ.1I1CW %9CC6CIS Nia''Gl`CFIL..I GG^ FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS w 1 ? CC 0 ~ c� ) cc w F - (n ANCHOR TYPE MIN. 2" EDGE DISTANCE LOAD (W) PSF MAX. SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6 " (SEE NOTE 1) (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S — • 1?aat• MwJ' 1/4"m ITW TAPCON OR 1/4 "0 ELCO TAPCON 1 -1/4" MIN. EMBEDMENT a W/ 1.8 12 12 11 12 10 7 9 7 6 12 12 11 5 4 3 12 9 8 8 7 12 9 3 3 8 T 6\ 6 .� — 6 \ 6 6\ 3 \ \ 5 3 3 3 3 3 3 8 5\ 5 5 S 5 5 `\ ` \ \ 62 3 3 5 5 67 8 \` 72 92 112 11 8 7 6 5 6 11 3 \ �\ 8 6 6 6 \\ \\ 4 3 3 3 8 5 \ S \ 5 , 3 S 4 3 8 6 \ 5 200 Y U O CO Ll l I CC Z O 12 _ C _ _ * C111ttUtULllllllllllllll MALE/ MACHINE NUT 48 12 12 12 12 8 12 12 10 12 6 12 5 7 12 4 62 12 — 12 12 � 11 10 12 6 — 5 12 - -' 12 12 6 — ' 5 4 7 — 7 — 6 12 — 12 — 12 4 — 4 — 4 0 1 _ 3 5 5 - -- 5 5 5 5 8 3 67 9 12 10 — 10 — 3 — 3 8 — 8 -- 8 8 8 3 — 3 3 3 3 * llllllllllllli✓ w/ 72 12 9 9 12 5 1/4"0 ELCO FEMALE "PANELMATE" 1 -1/4 MIN. EMBEDMENT 3. 1/4 -20 SCREW WITH 92 12 4 7 12 4 10 3 5 8 3 10 10 3 --- 3 112 10 10 3 5 10 3 10 3 5 8 3 200 3 5 8 3 10 3 5 B 3 10 3' * 16111111, t 1/ W; 0 7 "'8" b S T PR OWE EM 20 STAINLESS MACHINE - 1 b - --1' CALK BEDME NT SCREW - 48 12 12 10 12 12 6 5 12 12 10 5 7 5 12 12 5 3 11 8 B 44--- \\ 5 4 4 11 6 3 62 12 12 8 7 7 2 12 12 9 7 7 12 4 11 4 S 11 3 , 6 12 4 10 3 5 4 10 6 3 8\ 8• 4 4 6\ 0 2 11 4 5 11 3 8 �\ 6 , 12 9 . 4 4 8 6 \` 8 8 \ 4 4 6 6 \ \\ 8 8 \ \ \ 4 1. 6 6. IL. \� 00 8 4 8 12 12 12 10 7 12 12 5 4 11 7 7 11 9 8\ 7 5\ 3 \ N 8 6 6\ 6 6 \ 6 \ 6 3 \ \ \ . \ 5 4 4 4 8 5 5 \\ ` 9 3 5 ( ` — _C' 67 11 10 - 8 6 7 11 10 3 3 �-- � \ \ 8 7 \\ — 6 6 3 \ \ \\\ , , 5 4 — 4 1/4"o AW POW RAWLZAM N IL -IN W/ 1 MIN. EMBEOr 6 5 \ �\ \ \� . \\ 5 4 1 . 8 6 5 4 4 4 5 5 5 4 4 5 5 2 00 6 �IIY.._ C C�f 1/4"0 OYNADOLT ANCHOR i LB 12 12 8 12 6 12 10 6 4 .._..— 4 4 .— • 3 ` 3 12 4 3 —.- 3 3 \ 10 4 8\ \ � -- 8 8 1. 3 . — 3 ' 3 . —___. , 3 3 , 3 10 6 -- 6 6 6 6 6 3 - 12 — 12 12 10 8 8 7 3 6 — 6 S 4 12 5 -- - 12 4 11 -- 10 9 __. 8 8 L I I 11 10 9 6 6 6\" mnm, 72 --..—_—_-- 92 112 200 - ITW RED HEAD SLEEVE W /1 -1 /8" MIN. EM0E0. 12 4 __ 10 3 7� 8 6 \ 8 8 8 v. 1 .3 1 .)1. \\ \\ 3 3 . 3 011-73111111\1\1111111\1U` --% 1/4"0 ASHLEY OuICK -SET SCREW WITH 1 -1/4" MIN. EMDEDMENT 48 _,62 67 - 1Z__.12._8.... �— 92 ._ 112 200 12 12. 12 .10 . 12 10 9 12 12 4 3 \ :• 12 10 12 12 , 1 -1 .1 1 - I 1 12 1 2_. - 11 _ 9 , 9 9 11 5 1. • .- 10 7 6 __.. 5_ 5 12 ._12 11 __2.. 7 Ni mi r11 i I ! • , , 12 _ 9_ - 9_ . ._4. 9 -1/X/,/,. cs; as crl I I 1 12 7 7 _ 7 1 4 ; el! ell r, I I , • , . . . , 1 9 _ 9. 7 5 5 12_ 12 , . 9 7 0 • N '-f1 . ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 71 c r revisions eo 4111 (011 411e,10u0n STORM PANELS 0 01/0{/01 lR VR(V . BRAVING No 11 -110 N I 1 1101 /1T /OT4ASAD0 I[dTNG11((O Si 1 VA , r..,4 1 •() 101/11/011./A1 COUNIYCONNCNTS I MADDDNP 0 FL A ` �O z � 1 . 1 1 I I I hCfG ( �°rl) To.';I Z I 71 mar-Iufa F2(6j4) atG./��i I 1 I I I t S�OP.V P.4.EI5 • RAT6,'YI PAOCICTS w.1."10t:0..•T'6IG':T I I 0.050" ALUMINUM I KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY ORME. SUITE 160 • FORT LAUDERDALE, FL 3372? TEL 19541 382.2000 • FAY: (954) 362.2969 • FLORIDA COA 43205 WEBSITE: YMAV.KNEZEVICH.COM • E..WI' KA6104EZEVK;H.COM (COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES. INC., 1 Z0/04/ZO FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5 -6 (SEE NOTE 1) SPANS UP TO 7 . -6 .. (SEE NOTE 1) SPANS UP TO 1Q -6 (SEE NOTE 1) CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 QOOM is 'r 'r`•""'� 4 8 62 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 12 12 11 12 12 12 11 8 72 9 12 6 6 12 6 67 7 2 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 S 1/4••m ■ MIN. 3'• LONG LAG SCREW W/ MIN. 2 EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 r1 48 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 •* � . ni1 � � 1 1 1 1 1 1 1 1 1 1 1 1 kil 7/16" WOOD BUSHING W/ 5/8" MIN. EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 92 _ 12 9 6 12 8 12 6 1- 12 6 12 6 C. 12 6 112 12 6 5 12 6 ( 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 '*M I' ., , ;aL..: ;, 17 -,-•1,5. 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1 /4 ELCO MALE/ FEMALE - PANELMATE•' W/ 1 - 7/8 - MIN EMBEDMENT L 1/4_20 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 f I 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 e 12 7 12 6 8 1 2 7 02/19/02 15:18 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOR PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. M 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SLLEC T SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL RECOMMENDATIONS. E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' B 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x `•' (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS iN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. E. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED V.'INGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 6" 0.C. OR 12" O.C. MAX. S ?ACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE- LOCATE FASTENER' IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10 .'/4 -20 KEYHOLE TRUSS HEAD WASHERS BOL ARE T S MAY USED. USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF Q 0� R= 'W' Approved as complying with the Florida Bnldia: odc Isle ti 2 I t NOAH- Miami Dade act Control 1' DDivis 0 By V.J. KNEC) (PROFESSI EN 4ECR F L LI1' No: I � I P[ . •983 9ZOE 03/06/01 sUt. var•rn by `AS NOT [0 Ii A• ;y.,an by Ic n•t..•O b% 00 -380 ( sheet — 9 — of 10 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lrnax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP3 ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 1. ABOVE SCHEDULES 1 E 2 ARE FOR USE WITH 050 ALUMINUM STORM PANELS ONLY Approved at complying nith the Florida BQidlax Code Otte 0 12G0L NOAH() I' 0.S1?... 0 61ismI Dade Product Control Di�•isi BY . § W n O o INEER � � 9 2002 03/06/ n .s Norro Av rO..,an 6, Ii U,a h.O b au.ny nn. 00 -380_ sheet !../ of 10 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) I BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 - 1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4 - 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 - 1/8 4 - 0 2 3 1 -1/4 5 -0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 - 3 -3/4 3 -1/4 -J 70.0 3 - 0 2 3 ~- 1 -1/8 4 - 0 2 3 1 -1/4 5 0 2 3 1 -3/8 6- 0 2 3 1 7- 0 3 3 3 8_ 8 3 -3/4 3 -3/4 3 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lrnax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP3 ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 1. ABOVE SCHEDULES 1 E 2 ARE FOR USE WITH 050 ALUMINUM STORM PANELS ONLY Approved at complying nith the Florida BQidlax Code Otte 0 12G0L NOAH() I' 0.S1?... 0 61ismI Dade Product Control Di�•isi BY . § W n O o INEER � � 9 2002 03/06/ n .s Norro Av rO..,an 6, Ii U,a h.O b au.ny nn. 00 -380_ sheet !../ of 10 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w (PSF) FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 .40.0 10 -0 45.0 9 -8 50.0 9 -5 55.0 9 -2 60.0 8 - 9 62.0 8 - 7 65.0 8 -5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 -3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lrnax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP3 ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 1. ABOVE SCHEDULES 1 E 2 ARE FOR USE WITH 050 ALUMINUM STORM PANELS ONLY Approved at complying nith the Florida BQidlax Code Otte 0 12G0L NOAH() I' 0.S1?... 0 61ismI Dade Product Control Di�•isi BY . § W n O o INEER � � 9 2002 03/06/ n .s Norro Av rO..,an 6, Ii U,a h.O b au.ny nn. 00 -380_ sheet !../ of 10 (Rev. 5/7/03) Address: 550 NE 96 ST Building Officials Approval: Miami Shores Village Building Department Certificate of Occupancy The following address is issued a Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2003 -1133 Date: 3/16/05 City Miami Shores State Florida Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. \4\i'5‘P _CnAVQ C.0 j' ♦ .A. """- L NLIVI V L) V L1ll4{V Building Department 10050 N.E.2nd_/Sueu.u- , 6t. ' ' 'I�e"'1 Mores, Florida 33138 �T0'51 (05) 756.8972 BUILDING F i3 1 B 1 5- 4 PERMIT APPLICATIO 1 - -� F RC 2001 . Permit No. Master Permit No. 13P ®3 — ( I 33 Permit Type ( circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) —1 cisac j 2 � i�L Phone # 6 S R L l 6 D8 z Y Owner's Address e450 S '' Z h'GI / Rd S'/- / SVA — / 0 N T City_ (Aw4d° �1 0*0 State FLair`i d +s Zip 333 2 y 'tenant /Lessee Nance PlA Phone # P/A _ , Job Address (where the work is being done) s �E `� � � 6 yep 6s ('eNi- . City _ _ _Miami Shores Villa :e County Miami -Dade Zip 3 3 1 3 V Is Mudding historically Designated YES NO Contractor's Company Nance ('ontraclor's Address ('ily Onalifier Total Fee Now Due $ 35 (Continued on opposite side) Slate Type of Work: ['Addition ❑Alteration Describe Work: Rein .5 i ©-c _ I b a c K ya('A. Submittal Fee $ Permit Fee $� Notary $ Training /Education Fee $ z -C, Phone# (3 l 2 - 051V. ;late Cetli ficate or Registration No. Certificate of Competency No. Architect/Engineer's Nance (if applicable) Phone # Value of Work For this Permit Square Footage Of Work: *** ** * * * * * * * * * * * **: * * * * * * **** Fees * ** * * * * * * ** * * *** * **** * * * * ***** Zip ❑New ❑ Repair /Replace ❑ Demolition '.ttItt-, 1 o- -&oJd Ol= P c-e CCF$ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ co/cc 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 INTENT) 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 roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered lo 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 in.speclion which occurs seven (7) days rifler• the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by who is personally known to we or who has produced who is personally known to me or who has produced As identification and who did lake an oath. as identification and who did lake an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ********* * * * * * * * ** * * ** *** * * * *k * * * * *** *** * ****4-14****************B **%kB- **** #%k**** ** * ***4-1, •1 F•t+4I APPLICATION APPROVED BY: Chc 05/13/03 C� mT .) A J ey Plans Examiner Engineer Zoning Company's Name (if applicable) Company's Address State Zip tf Lender's Name (if applicable) Lender's Address State . Zip ion is Hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has red prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating ion in this jurisdiction. i understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and ATR .CONDITIONERS, ETC I'S AFFIDAVIT: I certify that all the foregoing infonnatioit is accurate and that all work will be done in compliance with all .e laws regulating construction and zoning. '.ING TO OWNER: YOUR FAiIL.URETO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y011li TWICE FOR : TMPROVLMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, LT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 0 IiNCEMENT." Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person .operty is subject to attachment. Also,' a certified copy of the recorded notice of commencement ours1 be posted al the job site first inspection which occurs seven (7) days of er the building permit is issued. In the absence of such posted notice, the n will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor ;oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this , 20 _, by , day of , 20 —, by rsonally known to me or who has produced who is personally known to me or who has produced As identification who did take an oath. as identification and who did take an oath. PUBLIC: - NOTARY PUBLIC: Sign: Print: mission Expires: My Commission Expires: k ********************************************************************* * * * * * * * * * * ** * * * * * * * * * * * * * * * * *** kTION APPROVED BY: 3 Plans Examiner Engineer Zoning a 1 . a— r:.r:➢C�:�.'.'�I�rial- .: — .8.4 •3L: _i!_ d4 T THE / li�X [� (' GQ ORDER OF B . lrneromericon Bonk .ea 9I 9D Carl w ay Mani, florida 33165 DP 03 -1133 !.el8s 4eJ /yioec)- /t 2-i-1-s-c 000 L5350° ':267087769 0 L FOR ®Security enhanced document. See hack or detaii..r2 FRADER ONE, INC. DATE 1E35 83- 8776!2870 I $, =ysco.= DOLLARS 8 �1 NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 003 - )13TIX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Cornmencement 1. Legal description of property and street/address: 5,4 . E • [ S -& " 2. Description of Improvement: Ale "/ 3. Owner(s) name and address: STc 1 50A -1O41 - : t o& +L. interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 8. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes; Name and address: 8..In addition to himsetf, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: different d •'- s S ; l ure • • er Print • • er's Name Sworn to and subscribed -ad Notary Pub Print N My co, -ion =xpires• 123.0142 MOE 4 C 6 7 10.1)( ZNl: tl w ma c% /ez efore me this 2 Tday of o F,P'" P 7-c15 -6 49 � George A. Hustus y f My Commission DD211517 oi Expires July 6, 20Q7 p V S D 33 Z. y 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a t; r�l C�a H LbF DA, COUR3TY OF UADE '1 IEREBY CERTIFY that this is a true_cgpy of the chg f filed in this office on �) day of A D 20 03 WITNESS my frnd;,lyd r 0'tSrl*tat Soat. HARVEY R d Cou Courts D.C. CF-N 200389 3771 14 OR Bk 21851 P9 4899; (fps) RECORDED 11/25/2003 16 :04 :18 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE e_ 1111111 111111111111111 Prepared by ,20 Address: 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uildin Electrical Plumbing Mechanical (lg.') Roofing Owner's Name (Fee Simple Titleholder) �l`� - 72 '/44'/,4 'fi9- L.- Phone # 727 -2 31 / Owner's Address 9s 0 5, Phu g' - L41"1 Av • 57H /SO A- /D f 7 City PG/Q'Ni-V j'7o J State /42'0 / Q 4 Zip Tenant/Lessee Name / Phone # /4' Er Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company N Contractor's Address ` JO .cV 514r -3 z n' City / ` 1 State Y/ 11/1-11.1.,o Qualifier $ Value of Work For this Permit Miami Shores Village Bad'ni� rtment Type of Work: ['Addition ['Alteration G/lt pi2.. "- ref -'z. 2, Permit No. Master Permit No.oPa0 11 3 3 Zip / 3J Phone # 3P.SI -711 4 Zip Phone # 41 , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) Architect/Engineer's Address City ` State 3 sip $.F Zip )( t 5 5/ - -=‘6)(2C6 ‘ Square Footage Of Work: 3 0 Number of: Bays Stories 2* Families 1. Bedrooms 5 Baths `( L1iew ❑ Repair/Replace ❑ Demolition Describe Work: i9l-1--- 06212 -uc.. (gv iG , ply S, e/41' 4 he r) 77W cam= i/fSdT / /,v /2 174a G .V 4° 04 St / f ; /.u,7 'm - n- �°: T� 1`� °.�'/ / D Aftota, 'T2 /sL� * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ 13'$ c9 O Permit Fee $ 1110 v 1, E 5 Notary $ Education/Training Fee $ `T �� TO Tech $ 3 9, 7 7 Scanning $ 7 Radon $ ZeAN Enforcement $ 60 Bond $ Struct. $ Minus Plans Check Fee $ 3d Total Fee Now Due $ (Continued on opposite side) 17 Bonding Company's Name (if applicable) } Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) // (}- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner • r Agent The foregoing instrument was acknowledged before me this _U day ofSep 1 , 20O3 by ()n) 1 c 2. who is personally known to me or who has produced Jri < <• C n S C_ j . en u aho .. ' d who did take an oath. NOTARY � Sign: Print: (—CAS My Commission Expires: ...M..4' -us. r - _ —_. - My Commission gy m ��c mission Expires: 5---494 (Certificate of Competency Holder) Certificate of Competency No. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** OCT a i 20 State Certificate or Registration No. APPLICATION APPROVED BY: C47t7/03 ua .ois Pascal �� _Cc� mission # DD 038544 Q xpur� August 1 7flfl i Bo T A11,,. r ue I3owa;ng C(., Inc. Signature Contractor The foregoing_ instrument was acknowledged before me this Z day of �Z% '7 , 20 © by :ADP, / ?ez C� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign:. Print: Plans Examiner Engineer Zoning CONTRACTOR Name f 7& 17 /1',f? 7t.'6 2• License No. 4__ . 00 / 3/ 2 D • x(92 Name / y]j/z f -,�f j ' - • Fax 3ef' '. p .-- gG ? • License No. 6 .. / .,....3 Repair • Home Telephone ?(:I - 707-23i/ - )S � Address - . /3 /& //Moe / t 'L • 3 6 / Telephone f 1/ D7 Q Fax 3 Shell Only Qualifier Name W ir/4 AM-4- 2 A' PROPERTY OWNER Name f 7& 17 /1',f? 7t.'6 2• License No. 4__ . 00 / 3/ 2 D • x(92 Name flti OI i . / -1-X16 • Fax 3ef' '. p .-- gG Address `J 7 Ai E. 20 c' f Sheer -5 I Fe- / • ,/ er - Repair • Home Telephone ?(:I - 707-23i/ - Demolish Business Telephone? /- (l (/�_3 -1 37 2 *?r 7 P ill ARCHITECT . Name f 7& 17 /1',f? 7t.'6 2• License No. 4__ . 00 / 3/ 2 D • x(92 Address /5 A V ,1 , , . S.9.-. ,y / , / Fe... 7 3/7 Telephone 301 pi - Orf ! Fax 3ef' '. p .-- gG TYPE OF MANAGEMENT j ✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The fo'.Ii' ing steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Job Address: 4 " / C77-6:1 5 Sddress Folio Number 7! " 3 ,206 - b ( y 0 6 PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection • • • • • • • • ••• • • • • • • • • • • • • • • • • City • . ..• • • • • • ••• • Masler.Pettlit Nb• '3 P ? QY?x- 1133 ;SDIAidiary permit IjTo. • ••. • • • • •. . . .. ••• Complete the attached permit application which m st - i : ned . • e . i . r o a l e a • I. ' ualifier. : oth i nature r . e n. tar - .. Please print or type to allow for a more accurate processing of your appss awns If rdpfipg wot( will be:done, a roofing application must be submit- • • ted along with this permit application. •. • • • • • ••• • • Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION iti/,fxii 5),"A T , PERMIT APPLICATION State Zip - Description of Work t /'ae7 ' GCS Lot Block .-. I, Su �� t // S 2 2 bd n PB /o PG 37 Zoning / p — / 7'S" Linear Feet //¢' Current Use of Property j �c r 59uare Feet %'- d Units / Floors Z Proposed Use of Property / .. elJtdue of Work Bldg Value 2 f 2 j , Tenant Information PA/¢DF N g' - 0 Tax Assessed/A ` pp2 Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax • • • • Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT 1I!F.!C'ElVp YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUSSB MikiNTi IAIED.IN iC1,E414, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPVTIES 61ZALL 3E.'l{If1'F. gEE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DA ) 4 4EI= B3' gQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • • • • • • • • • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. • . • • •.. • • .• • • • • • • • . • ••• • • • • • • . • • • • • • • • • • PERMIT APPLICATION AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, - ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in a..cordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosin ontrac S •'e of orida 4 # vp Angela M Becker ? 11 My Commission DD150048 Vit `d:' Expires November 15, 30° STATE 0 FLORIDA, CO �ignature of Contractor / Quali ler ' ) ,,, P/ / ,, A - Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Y OF MIAMI -DADE • Personally known OR, Produced Identification Persoltglly known OR, Produced Identification Type of Identification Produce cFi— )1 2oo ~s - T S ) _7? "{y pe of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QT1'. • TYl u. , Qhttt,Apphanee • • • • • • QTV. TYPE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY TYPE, Condensate Drain Q T Y . TYPE Generator QTY. . I , E Refrigeration, Tons Q . I . Y . A/C Central, Tons Q1 V. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUNIBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit Q1 V. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • •. • • • • • • • ••• • ••• •• • • • • PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being per&Qrmetl tnd 41iantrty ie0 in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION a DA Zonin_ �� fl�_s:.tit� � kal /6v 4 Electrical Mechanical ming 4 A.. 01 Plumbing � I= � �K,[lA Pure �' Public Works Structural /J ��7M1 Building Official ��%� ` A lm Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Code Enforcement Fine Zoning Review Notary •• ••• • • • • ••• • • • Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ • .• • • ••• ■ • • • • • ••• • • • • ••• • • • • • • • ••• • ... .. • • • • • • • • • • • • CHECKLIST ❑ PROOF OF OWNERSHIP • • •( Attah) • • • • • • • • • • •' •• •: O • ••• • f • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERNIIT FEES REVIEWED AND PREPARED BY: • • ( s .ftt. = x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 7 ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT APPLICATION Date Type Insp'n Permit No. Name Address Company Phone # 1 Inspection Da Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1 ( . 0 305- 795 -2204 1 Buil ing In i Request "5() ci() 1 - froniAgel tyCc2A,CA,h, 7-23 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildfng Inspection Request Date Type Insp'n Name Address Company Phone # Inspection Date Approved Correction Re -Insp' n Fee � (44124istr Permit No. c F 03 -- 7/ `% 2 ,1 l.vwd ,4_7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil.ing Inspection Request 1 Date 0 nl< TypeInsp'n Dr cuG I) Permit No. U 03 Name Fred l O rie /- Address 550 N� cl (03-1- Compan tkOZO Phone # Q Inspection Date Cl�/2 /oui orrection Re -Insp' n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT, Q 305- 795 -2204 pp(( // Buij ding Inspection Request )0 Permit No. Type Insp'n Name Address 5 0 M � l� Company Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name 5 5 o Co pany Phone # Inspection Date Approved ` Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat 7 l r7 Type Insp'n n )\CA k Ord Permit No. ' EiPP l re5e Name 1C_)< Address SC) SJ- Company Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ Type Insp'n t nail° 1 4 <Gc) Permit No. Icy P C 3 - 1 )) 33 � Name c Ct k 'Y CJ 1 o -e C Address ,1 u NYE G Company " CJI XJ Phone # Date Inspection Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil+ing Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 J _ Type Insp'n PUCk . 0C - (J•ICA Permit No. e) I` 03-113 Name ici1 Y Address 5- 50 N � C I() 5 Company 40170 Phone # Inspection Date "7 � 0 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 pf Building Inspection Request Date Type Insp'n 1 mold-ion Permit No. / j? Po 3 1 13 Name �" YC C }' VY Address ) V NE G 6 Company YnC417 Phone # Inspection Date IZ Approved ❑ Correction Re- Insp'n Fee ❑ Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT \,� 305- 795 -2204 Building Inspection Request Date l I o 110 Y l I prod � p 2 0 & ? ) I t ?53 � A ED Me 96 67 Address Company y -o Phone # 1 / Inspection Date ` - 1 U Approved Correction Re- Insp'n Fee Date Type Insp'n Permit No. -30 K MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request LU &) I1 �3 Name 5 C) I SE `'l (4 ) 4 CIA-LA Address Company 00_0 Phone # Inspection Date I Approved ❑ Correction X10 t Re- Insp'n Fee 71 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date `t /6 Type Insp'n Permit No. 1 63 — 1/ 3 _3 Name F/2 Qca:6,r. Address SSD " 96 S Company Phone # 95Y -&(P Yc Z Inspection Date Approved Correction Re- Insp'n Fee N ` MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) ---'J n ~ Type [nsp n ( Permit No. Name Address Company Phone # Approved Correction Re- Insp'n Fee ScIS 7 2oa3 -1/33 i DER • I ( Alg 1“74- icy - gz2 1 /5 f/ Inspection Date 2 J 7 OT MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n )� Permit No Name Address 55 V - �.� l , - Company s Phone # 3 b + G l ci e v z 71 Inspection Date Approved Correction Re- Insp'n Fee MIAM} SHORES VILLAG BUILDING DEPARTME 305- 795 -2204 Building Inspection Request Date T Insp'n • FCX r' 9 . 1� Permit No. SI 133 Name 1 c dQ ore, . Address 55n NsP. I V S+ Company vCiOnl_.l • Phone # Inspection Date 11q 104 Approved ❑ Correction b 0 Re- Insp'n Fee ❑ MIAMI - SHORES VILLAGE BUILDING DEPARTMENT 4'/ 5r w l Building Inspection Request ,Q2 Date Type Insp'n fa>t Permit No. f)Y X)03 1 Name (GCiQr One' Address 550 E. 3/451 305- 795 -2204 Company ownev Phone # Inspection Date i310 Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 G Building Inspection Request f ' i Date' o ( 1 Type Insp' n New hofx.., Permit No. 105 1 t-,2 1/83. Name Address Company 55 NE. 9( Phone # Inspection Date 810L/i. Approved ❑ Correction Re- Insp'n Fee ❑ k p(ek 5 4 4/ To- Type Insp'n MIAMI VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date poo( C € 5 Colurn ins Permit No. 13F ' .. �,� I r,23 Name SCkC) JG ( Or) • / - Address 1� ►��'I� 5 JV q54- Company cZiOUL '" co-e_ Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. a °tR0e, d/ Name fA,l-td&L Address Company y �j� ` Phone # 6 6 t90 a ( ke Y Inspection Date /( Approved ❑ Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 • .� Bu dinj ,Inspection Request Date I 0-11111 Type Insp'n 4---703l 6 ld Permit No. RPQ3 /133 ' Name '�/rOc f) yw Address , (/ (� 3C) 16 Compan 2j -' _ Phone # Inspection Date 36 Approved Re- Insp'n Fee ❑ L f474 (�'