Loading...
RC-09-1356Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Certificate of Occupancy This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE 'raj _ INSPECTION RECD INSPECTION REQUESTS: (305)762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:3OPM FO Residential Construction wwner's Name: BRUCE MARLEY Job Address: 500 102 Street NF Bond Number: Contractor(s) IMBURGIA CONSTRUCTION SERVI( Miami' 'Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305) ?r " -8 ^7 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE TH THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE F+ Issue Date: 10/19/2009 aE FOLLOWING BUSINESS DAY. Ad(liti 71/ 1teratjo � Phone 305/525 -5701 Primary Contractor Yes POST ON SITE Permit NO. RC-8-09-1356 it Type: Residential Cote' Parcel #:113206017107 0 Owner's Phone: Total Square Feet: Total Job Valuation: :gym 0 ,,, WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. 1961 $ 15, 000.00 BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING 'I INSPECTIONS DONE ON FRIDAY. fSV i.. till 4' Li 7 1 IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS I T WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER R EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOU ; FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A M07! . OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB S'i: BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCSN :� CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMaNCI4G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STRUCTURAL INSPECTION DATE INSP Foundation R. ugh ial VIM PALMA W.aer Servi - Stemwall To • Out firm ffmaj Fire 111=111 Slab Septic Tan -- Noll Columns (tst-LTftj� :4JyZ Columns (2fret-L-ifti- Gas _cr4 .4$ 05211111Eftfifi LP Tank Tie Beam 63c-9 1 Truss /Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall l / Firewall Wire Lath MECHANICAL INSPECTION DATE INSP Pool Steel 'KC 6 il•Miall1100 Rough Pool Deck Final Pool Hood Rough Final Fence Pressure Test Screen Enclosure Final Ventilation Driveway Final Pool Heater Final Vacuum WaYij wil ggi Driveway Base MECHANICAL COMMENT f zi 14 e.&)66 .1 Tin Cap 1 Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com • liance FINAL DOCUMENTS Soil Beariu Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ° ��-,/l r e -t- Q Y1.44 .)I,i 044 di PLUMBING IN PECTION DATE _ NSP NMI MINI =I 5 R. ugh ial VIM PALMA W.aer Servi - 2 ou.h To • Out firm ffmaj Fire 111=111 Septic Tan -- Noll Sewer Hook -up Roof Drains Gas _cr4 .4$ 05211111Eftfifi LP Tank Well 1 Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL Oraiglit4= PLUMBING COMMENTS l / MECHANICAL INSPECTION DATE INSP Under. round Pipe 'KC 6 il•Miall1100 Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum WaYij wil ggi FINAL MECHANICAL COMMENT f zi 14 e.&)66 .1 t ei G4 1 INSPECTION RECO INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Alarm Rough Alarm Final Fire Alarm Rough Ceiling R Rough ; �, y' Telephone Rough FINAL FIRE Arifi/7 rieZi IL A DATE INSP Fire Alarm Final Service Work Wit ` FINAL ELECTRICAL COMMENTS tri r L4 - fr. .Gz / INSPECTION Final Sprinkler Final Alarm TV Final Cable Rough Cable Final Telephone Final TV Rough Intercom Rough Intercom Final S 4, 0j c4x 0(ye-K Cosni-. 1 IA-61 jv-. ik)a-bt* INSPECTION RECORD Fence/Wall Owner's Name: JOHN BUTLER Miami Shores Village 10050 N.E 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 INSPECTION REQUESTS: (305)762 -4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.' Job Address: 500 102 Street NE Miami Shores, Fl 3313R- Bond Number: Contractor(s) Phone IMBURGIA CONSTRUCTION SERVI( 305/525 -5707 Yes Primary Contractor POST ON SITE Permit NO. FW -2 -10 -195 Expires: 08/30/2010 Parcel #:1132060171070 Owner's Phone: Total Square Feet: 240 Total Job Valuation: $ 1,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY TH,$ OUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN 'APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base ` r in Crap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADAcom•!lance FINAL DOCUMENTS 1, / ripfatagriiim Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS lior\CSI INSPECTION RECORD Zoning Final ZONING COMMENTS INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Firoai TV Rough TV Final Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough FINAL S FINAL PLUMBING INSPECTION DATE Rough Water Service 2 Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION DATE Underground Pipe Rough Ventilation Rough Pressure Test Final Hood Final Ventilation Final Pool Heater INSP MECHANICAL Hood Rough FINAL INSP Final Vacuum MECHANICAL COMMENTS INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 INSPECTION REQUESTS: (305)762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY Decks/Gazebos/Trellises Owner's Name: JOHN BUTLER Job Address: 500 102 Street NE Miami Shores. FL 33138 - Bond Number: Owner's Phone: Total Square Feet: 654 Total Job Valuation: $ 1,000.00 Contractor(s) Phone IMBURGIA CONSTRUCTION SERVIt 305/525 -5707 Yes Primary Contractor Pe;tNO. DGT -3 -10 -370 Permit Tye l ec aze lis Work Cl lfrcafi# ck - Wood. Issue Date: 4/29/2010 Expires: 10/26/2010 POST ON SITE Parcel #:1132060171070 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DANE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification aeji i�io S FINAL Final Shutters Rails and Guardrails ADA com • Iiance DOCUME STRUCTURAL COMMENTS INSPECTION RECORD PLUMBING Gas INSPECTION Rough Water Service 2 Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater DATE INSP Final Vacuum FINAL MECHANICAL COMMENTS INSPECTION RECORD Owner's Name: JOHN BUTLER Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -897_ INSPECTION REQUESTS: (305)762 -4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Driveways /Sidewalks/Slabs Job Address: 500 102 Street NE Miami Shares FL 33138 - Bond Number: Contractorls) Phone IMBURGIA CONSTRUCTION SERVII 305/525 -5707 Yes POST ON SITE Primary Contractor Parcel #:1132060171070 Owner's Phone: Total Square Feet: 1000 Total Job Valuation: $ 2,500.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUDDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DOIIIE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE P I N T WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BF LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO ! RECORD A NOTICE OF COMMENCEMENT MAY RESULT AID ¥O(J PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTIC Of- COliMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REcort7q m YOUR NOTICE OF COMMENCEMENT. STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss /Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment , Final Shutters Rails and Guardrails ADA com • liance FINAL DOCUMENTS • ��n/ r Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION RECORD ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION Temporary Pole DATE INSP 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION Final Sprinkler Final Alarm PLUMBING Roof Drains INSPECTION DATE Rough Water Service 2 Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater INSP INSP Final Vacuum FINAL MECHANICAL COMMENTS Inspection Number: INSP- 150285 Scheduled Inspection Date: August 23, 2010 Inspector: Hernandez, Rafael Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Project: <NONE> August 20, 2010 Miami Shores, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: AA MASTERS MECHANICAL AIR MOVING AND ENGINEERIN For Inspections please call: (305)762 -4949 ot-■3% Permit Number: PL -4 -10 -702 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060171070 Phone: (305)559 -7004 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 141441. need hrs HRS ALREADY IN FILE. GREEN CARD AND FINAL APPROVAL INSP. IN FILE! Page 32 of 40 INSPECTIO RECO Demolition Miami Shores Village 1005" N.E. 2nd Avenue Miami : nores, FL 33138 -0000 Phone. (305)795 -2204 Fax: (305)7.5-1972 INSPECTION REQUESTS: (305)762 -4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3: i Owner's Name: BRUCE MARLEY 8 Job Address: 500 102 Stree` NE _ I Miami Shores FL 33138 -' � I _ _ Bond Number: Contractor l Phone Ij - . -_.... Piri9'rray Contractor IMBURGIA CONSTRUCTION SERVI( 3051525 -57(7 WARNING TO DINNER: COMMENCEMENT MAY REr -Ur WO YOUR PROPERTY. A AND POSTED ON THE JOB Si' INTEND TO OBTAIN FINANCE ATTORNEY BEFORE COIMvW COMMENCEMENT. f =-'r q:. _ `,ItINCa E :U2,INESS DAY. Permit NO. DEMO -7- 091123 l ork Cla ssifcation; Issue D B ' tdi Date: 7/4/2009 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. l!I JIL PECTithi POST ON SITE Per rit e:' DerT#oti us ng Expires: 01 /10/2010 Parcel # :113206017107 Owner's Phone: Total Square Feet: 1961 Total Job Valuation: $ 5,000.00 NO INSPECTION WILL BE MADE UNLESS THE PEr M C' +: C'ASPL "ED A \ D 4AS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO E. "R.F. r; d ;Sr.. ?s ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR Tent CITY SHALL BE ! ALL !,: ': =C? ! :!: ?,E ENTAIti.ED is THE REMOVAL OR REPLACEMENT OF ANY MATERIAL TO RECORD A NOTICE Or „ UR ` .;Yt'e ING TWICE FOR IMPROVEMENTS CCs 'EISICEMENT MUST BE RECORDED 'ORE THE FIRST INSPECTION, IF YOU :14SLLT WITH YOUR LENDER OR AN 'JRK OR RECORDING YOUR NOTICE O STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss /Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com.liance A FINAL eggilant U Soil Bearing Cert Soil Treatment Cert Floor Elevation Surve Reinf Unit Mas Cert Insulation Certificate S pot Surve Final Surve Truss Certification STRUCTURAL COMMENTS D Ed INSPECTION RE ZONING DATE INSP Under • round Roug • ELECTRICAL INSPECTION Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Nich o ; fi r Footer Ground Slab Wall Rough Ceiling INSPECTION DATE INSP Zoning Final ZONING COMMENTS Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough FINAL Fire Alarm Final Service Work Wit ELECTRICAL COMMENTS Gas Well Water Service ,� 2nd Rough Fire Spnnkt Septic Tank Sewer Hook -up Roof Drains LP Tank Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL Pressure Test Final Hood Final Ventilation Final Vacuum PLUIIglING COMMENTS INSPECTION DATE Underground Pipe Rough Ventilation Rough I — Hood Rough Final Pool Heater FINAL'' MECHANICAL COMMENTS INSP Miami Shores, FL 33138- Inspection Number: INSP - 122051 Permit Number: RC -8 -09 -1356 Scheduled Inspection Date: August 23, 2010 Inspector Bruhn, Norman OV/ner: BUTLER, JOHN Jab Address: 500 NE 102 Street Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments August 20, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed Iii‘ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 6- Page 1 of 40 I nspection Number: INSP- 149223 Permit Number: RC -8 -09 -1356 1 Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS 11 //r Passed Failed Correction Needed Re- Inspection Fee ,7r..)ACT No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 3051525 -5707 Page 1 of 1 + s ew+ WA? FLOOD ZONE: g PANEL: 0302 SCALE: 1 " =20' DWN. BY F. 9lanco (305) 865 -1200 SINCE 1987 BL ANGO SURVEYORS ING. Engineers • LandSurveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Email: blancosurveyorsinc @ yahoo.com Fax: (305) 865 -7810 SUFFIX: L DATE: 9111/09 BASE: N/A COMMUNITY# 120652 10 -396 i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 REVISED: 5.20' 5.20' 115.00'(R &M) e5' conic SWK "•. ; C.B.S. 02 L /t1TILITI`�, 19.30' 39.20' 6' W/F 0.65' Ft' 1.95' 38.50' 35.10' 37.50' o m 37.50' x oA ..• V ABBREVIATIONS: SYNC S[DEVALK, CBS=CONCRELE BLOCK STRUCTURE, CLF =CHAINLINKFENCE, PL= PROPERTYUNE, DUE=DRAINAGE U Lr YEASEMENT, IP =IRON PIPE, F =FOUND,.A/C=AIR CONDITIONER PAD, P /C=PROPERTY CORNER, D/H=DRILLED HOLE, W/F=1NDODEN FENCE, RES=RESIDENCE, CL- CLEAR, RB=REBIR, UE =UTILITY EASEMENT, CONC=CONCRETE SLAB, RAWRIGHT OF WAY, DE =DRAINAGE EASEMENT, C/L =CENTER LINE, O= DIAMTER, TYP =TYPICM., M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP =COMPUTER, ASH =ASPHALT, NI0 & DISC, S=SET, FEE= FINISH FLOOR ELEVATIC', NOT VAUD UNLESS EMBOSSED WITH 0 /S= OFFSET, P/ P= POWER POLE, OHP= OVERHEADPOWERLINE,WM =WA TER METER SURVEYOR'S SEAL VWODFENCE= 3100 MASONRYVO4_1 1 I I I 1 ( 1 1 I 1 I MANNTENANCE & M &D.E• •••�.•• .I D CBM# ELEVAT N ON -397 BASED ON LOC. # ELV. 9.80' TYPE OF SURVEY: BOUNDAR':' SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. t) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETI; VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA, RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 1) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONINO INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE.MADE TO DETERMINE RECORDE) INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE CERTIFIED TO: JOHN BUTLER, 500 NE 102ND ST. , M -r S FJ4 1 :, - a , 33138. - APPROVED LOCATION SKETCH SCALE: NTS N.E' 5th AVENUE ZONING DEPT BLDG DEPT SUBJECT CO CC.f,iPI.,-INCE MTH AL,_ T T -- ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA DATE LEGAL DESCRIPTION: LOTS 11 AND 12 BLOCK 94 SUBDIVISION AT PAGE 14 INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed7.2 Inspector Comments j Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until f Inspection Number: INSP - 122054 Permit Number: RC -8-09 -1356 I Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program For 'Insurance Company Use Al. O Buildin Owner's Name J HN BUTLER Building jr t_Addr is 10 d B 4,6. 0 S N.E. NNDD 1� (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City MIAMI SHORES State A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal De cr FLORIDA A etc.) .LOTS 11 AND 12, BLOCK 94, AMENDED PLAT OF MIAMI•SHORES SECTION A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25 4 07.50" Long. W80 ' 14.24" A6. Attach at least 2 photographs of the building if the Certifi sate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b d) Engineered flood openings? Yes E No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number ITY OF MIAMI SHORES 120652 B2. County Name MIAMI - DADE 63. State FT.ORTDA B4. Map/Panel Number B7. FIRM Panel Eff ctive/R evised Date 9 /11/09 B10. Indicate the source of the Base Flood Elevation (BFE) data or ba fl d depth entered in Item 99. .12086CO302 Title REGIST Address 555 NO Signature 85. Suffix L X ELEVATION CERTIFICATE Important_ Read the instructions on pages 1 -9. B6. FIRM Index 9/11106 SECTION A - PROPERTY INFORMATION 2,111 sq ft 10 1,.416 sq in se oo ❑ FIS Profile ® FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE In Item. B9: X NGVD 1929 ❑ NAVD 1988 B12. Is the building ❑Other (Describe) g in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date 0 CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DCBM#M- -397;: - . Vertical Datum NGVD Conversion/Comments N/A . a) Top of bottom floor (including basement, crawlspace,.or enclosure floor) b) Top of the higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including °, structural suoport Certifier's Name ADIS N. NUNEZ LAND SURVEYOR 0. DRI FEIIAA- -Fr, ern - A1_4'I A 11 ,n nn A9. For. a building with an attached garage: a) Square footage of attached garage b) No. of permanent flood openings in the atta within 1.0 foot above adjacent grade c) Total net area of flood openings.in A9.b N/A d) Engineered flood openings? 0 Yes ® No Check the measurement used. 12 :50 X feet 0 meters (Puerto Rico only) W// feet 0 meters (Puerto Rico only) ),1j /A X feet ❑ meters (Puerto Rico only) � l l vv /4 ® feet ❑ meters (Puerto Rico only) feet 0 meters (Puerto Rico only) 10 ® feet 0 meters (Puerto Rico only) 1 L � ® feet 0 meters (Puerto Rico only) N /A -X feet meters (Puerto Rico only) B8. Flood X Zone(s) . SECTION D - :SURVEYOR, EN NIG EE!R, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land.surveyor? X Yes ❑ No License Number 5924, Cbyn n Name . BL n CO SURVEYORS, INC. MIAMI BEACH FLORIDA 33141 Date Telephone 5/4/10 (305) 865 - 1200 ZIP Code OMB No. 1660 -000& Expires March 31, 2012 ZIP Code 33138 NO.. 4, P.B. 15, P.'14, MIAMI -DADE Horizontal Datum: ❑ NAD 1927 X NAD 1983 Yes B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A No ® Finished Construction N/A sq ft efl sq in For insurance .Company Usef- - -Po licy Num ber IMPORTANT: In these spaces, copy the corresponding information from Section A. Building, Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 500 N.E. 102ND ST. City State ZIP Code FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments MIAMI SHORES Address Signature Comments G4. Permit Number Signature Comments EE- Form 81-31, Mar -09 C2.e) A/C SLAB ELEVATION DCBM #N -397 LOCATOR #3100 ELEV. 9.80' CROWN OF 'THE ROAD ELEVATION:11.03' @ CENTERLINE ON CENTER OF ROAD Signature 5/4/10' . • ❑ Check here if attachments SECTION E - BUILI ING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace or enclosure is ❑ ❑below the HAG. p , ) � ❑feet ❑meters above or b) Top of bottom floor (including basement, crawlspace, or enclosure ) is _ ❑fe ❑ ❑ ❑below the LAG. et meters above or E2. For Building Diagrams 6 -9 with permanent flood openings provided in Sectic nn Items 8 and/or 9 (see oaa es 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . _ ❑ feet LJ meters ❑ above or J below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's'floodplain management. ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name City G5. Date Permit Issued j. G7. This permit has been issued fdr: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building G9. BFE or (in Zone AO) depth of flooding at the building site G10. Community's design flood elevation Local Official's Name Title Community Name Telephone Date Telephone G ❑ 3. The following information (Items G4-G9) Is provided for community floodplain management purposes. Date State ZIP Code ConiparyNAIC. Number ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a Licensed surveyor, engineer, or architect who G2. ❑ is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G6. Date Certificate Of Compliance /Occupancy Issued ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ Check here if attachments INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed , 4 �` � 9 / Inspector Comments CREATED AS REINSPECTION FOR INSP- 122065. All ok except need entry door. NB f C� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 134499 Permit Number: RC -8 -09 -1356 I Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 22, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 CLIENT: Imburgia Construction PROJECT: Driveway CONTRACTOR: Imburgia Construction PROJECT LOCATION: 500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing _Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 10 -1127 TEST DATE: 4/26/2010 TIME IN: 09:30 AM INSPECTOR: Onrane Rhoden r Respectfully submitted, 00 • a , ABO ®� I_pp..die S <ON PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:10:00 AM . Schuler, P.E., P.G. Florida License No. 34715 DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No A%_)_ (PCF) (In.) Lab No. ( %) (PCF) Com 'action Requirement Status Driveway 467 1 F East Entrance 7.6 127.1 6 98.9 95.0 PASSED 468 2 F South Corner 8.7 122.9 6 95.6 95.0 PASSED Remarks: Proctor information provided by client. WINGERTER LABORATORIES, INC. offers no warrantee expressed or implied that material tested is representative of the proctor sample. Optimum Moisture - 9.0% and Max. Dry Density = 128.5 CLIENT: Imburgia Construction PROJECT: Driveway CONTRACTOR: Imburgia Construction PROJECT LOCATION: 500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing _Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 10 -1127 TEST DATE: 4/26/2010 TIME IN: 09:30 AM INSPECTOR: Onrane Rhoden r Respectfully submitted, 00 • a , ABO ®� I_pp..die S <ON PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:10:00 AM . Schuler, P.E., P.G. Florida License No. 34715 CLIENT: Imburgia Construction PROJECT: Driveway CONTRACTOR: Imburgia Construction PROJECT LOCATION: 500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 10 -1127 TEST DATE: 4/26/2010 TIME IN: 09:30 AM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:10:00 AM 1 L Respectfully submitted, ;� ° WIN ' / ' • ABORA er, P.E., P.G. rida License No. 34715 INC. DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Driveway 467 1 F East Entrance 7.6 127.1 6 98.9 95.0 PASSED 468 2 F South Corner 8.7 122.9 6 95.6 95.0 PASSED Remarks: Proctor information provided by client. WINGERTER LABORATORIES, INC. offers no warrantee expressed or implied that material tested is representative of the proctor sample. Optimum Moisture - 9.0% and Max. Dry Density = 128.5 CLIENT: Imburgia Construction PROJECT: Driveway CONTRACTOR: Imburgia Construction PROJECT LOCATION: 500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 10 -1127 TEST DATE: 4/26/2010 TIME IN: 09:30 AM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:10:00 AM 1 L Respectfully submitted, ;� ° WIN ' / ' • ABORA er, P.E., P.G. rida License No. 34715 INC. Description of 16918 Tan Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 1 F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6 100.4 8 16918 16.5 100.0 100.4 95.0 PASSED Remarks: CLIENT: PROJECT: CONTRACTOR: Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. Imburgia Construction Butler Residence Addition Imburgia Construction PROJECT LOCATION: 500 NE 102nd St., Miami Shores, FL WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black Q9 • E NSF ' •. „9 • No.3471 * ' Respec n . WI1 Qom•. PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:03:30 PM • • VeNo. 34715 C. Lab No.: Test Specification Optimum Moisture Maximum Dry #60 . ( %) Density (PCF ) 16918 "MODIFIED" PROCTOR, ASTM D 1557 -B _ 16.5 100.0 Sieve Size: #10 #20 #40 #60 #80 #140 #200 Washed Passing 99.82 99.62 98.79 85.95 27.62 3.58 1.27 • Dry Sieve Size: 3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 Passing 100.00 99.98 TT 1 1 1 1 I 1 I 1 1 1 1 '.- J- L_I- 1- '- i 11 1 I i 1'1 1 I r I I 1 1 1 1 1 1 1 - i - r - rr - - •r - ri - 1 1 1 1 1 - 1 1 1 1 i 1 1 1 1 1 1 1 I I I I 1 1 1 1 1. 1 1 1 1 1 • 1 I 1 1 II __1 -_ 1___1_ _L____._l_ L L_._L._ 1 1 1 1 1 1 1 1 1 1 1 1 1 1- LJ_L_- I I I I I 1 1 I 1 1 1 17 1 1 1 1 r - - I I I I I I I 1 - -I __1 1 L J 1 1 1 - 1 ? - J 1 - 1 I 1 I I I I -- r r - r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 1 1 I y- 1 1 1 1 1 1 1 1 1 1 1 L_I_1 -L - LJ- 1.-- ..- 1- 1_LJ_- J- 1 1 1 1 1 11 1 I I 1 1 1 I I 1 1 I 1 1 1 1 I 1 1 1 1 1 I 1 T 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 r - r7 - r r r ` - I 1 - r - 1 - 11 'I 1 I I I I I I I 1 I T 1 1 1 } -1 - {- 1 1 1 1_1_1- I I I 1 1 1 1 1 1 1 1 1 - r - 1 - T - 1 1 1 I I I I I I 1 I I 1 1 I I I I -I -1 -L -L -I __ _L1_ LJ- J- 1 1 1 1 I I 1 11 1 I LJ - LJ - L _ - 1 - 1 _ LJ - L - 1 1 I 1 1 1 I I I•1 1_1 I I I 1 11 I I I I I I I 1 I I 1 1 I r 1 r 1 . r - rl L - 1 1 1 I 1 1 1 1 1 1 1 - 1 1 1 1 1 I 1 1 T 1 1 1 1 1 1 1 1 I 1 1 1 I 1_I_ 1 1 1 -1 _ ' _ I _ " I 1 I 1 I I - I - i - •r 1 1 1 1 - rT - 1 1 1 1 1 I 1 � J_L_I_1__1_ LJ- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7- r- - _- L 1 I 1 1 - -- - } --- 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" J_1! .11. L JLJ- 1 1 1 IL 1 1 - _ 1 _ 11 I _ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T_ •- _ r-- - - - I -�- r1- r- 1 --- 1 1 1 1 1 1 1 1 1 1 1 1 - - i_-- _ } _ - -h - F- - F- - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A l T - I - .1 - _- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I - -- r1--- 1 I 1 1 L_ •r - -i -h - -L 1 1 1 1 1 1 1 1 1 1 L _I . - 1- 1 1 1 1 1 1 1 1 1 1 1 1- T - I - T - 1 1 1 _ } - - { 1 1 1 1 1 1 LIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction LOCATION: 500 NE 102nd St., Miami Shores, FL Sampled By: Daemion Black Visual Soil Description: Tan Sand 7 Sample Location: In -Place Material: MOISTURE DENSITY RELATIONSHIP (PROCTOR) 105 9 WINGERTER LABORATORIES, INC. Engineering Testing .Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305 -944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Date Sampled: 12 -21 -09 Tested By: Steve Marsh MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 10 12.5 15 17.5 20 22.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS REPORT NO.: 1 ORDER NO: 09 -1444 PERMIT NO.: P.O. NO.: 25 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WINGER 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Robe ; `'er, P.E., F.G. orida License No. 34715 Date Tested: 12 -23-09 NC. The original of this report was signed and sealed bythe above Registered Professional Engineer in accordance with Rule 61G15-18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 1 1 1 1 1 1 1 1 -- I - f' I - + -- 1 1 1 1 I I I I 4- I -- - Optimum Moisture Maximum Dry #60 1 I 1 1 I 1 - - I /' --- 1 1 1 1 1 I * - � - i --- 1 1 1 1 I I I I 1- + - - +- 1 1 1 1 1 1 1 1 _ • 100.0 98.79 85.95 1 1 1 3.58 1 1 1 1 1 1 1 1 1 1 1 11 I 1 I 1 1 1 11 I 1 1 1 1 I I 1 1 I I I I I I 1 11 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 I 11 1 I I I I I - 1 r 1 T 1 1 1 1 1 r' 1 - r - 1 1 I - I I I 1 1 1 1 1 1 1 1 1 I I 1 11 I I I I 1 1 1 1 11 I I 1 I I 1 11 1 I - I I 1 I I I 11 I 1 I I I I I I I 11 I 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 J -L 1 1 1 1 _ L I L __1_LJ_ _ 1 1 1 1 _J_ LJ_1__1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 • I 1. 1 1 1 1 1 1 1 1 1 - 1 - r - 1'T " li 'n't 1 1 1 1 1 1 1 - 1 I I I I 1 1 1 1 - - - 7 - 1 --- 1 1 1 1 1 1 1 1 1 1 1 1 1 1-T-r 1 1 1 1 r1 - r - 1 -- 1 1 1 1 1 1 1 - I 1 1 1 1 T 1 - 7- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 ■ 1 1 1 1 1 1 • 1 1 1 1 I I 1 11 1 I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '- 1 1 1 1 1 1 1 1 1 1 1 1 1 M I I 1 I I I I I I I I I I I 1 I I I I I MI I I ' - 1 -- 1 -- 1' - T -- I I I I 1 1 1 1• I I 1 I I 1 - J - 1_1_1__1_1_1_1_ _LJ_LJ___i_ 1_LJ_ __1_1__1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I i 1 1 1 1 I I 1 1 11 1 I 1 I 1 -�- r- rr--�-r-1-r- r�-r-1- r• --- 1 - r - - I I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 11 1 I I I I I 1 I 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 Lab No.: Test Specification Optimum Moisture Maximum Dry #60 #80 ( %) Density (PCF ) 16918 "MODIFIED" PROCTOR, ASTM D 1557 -B 16.5 _ • 100.0 Sieve Size: #10 #20 #40 #60 #80 #140 #200 0 Washed % Passing 99.82 99.62 98.79 85.95 27.62 3.58 1.27 • Dry CLIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: rgia Construction LOCATION\ NE 102nd St., Miami Shores, FL 105 C 100 7 A 95 90 WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305 -944 -3401 FACSIMILE 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Date Sampled: 12 -21 -09 Tested By: Steve Marsh REPORT NO.: 1 ORDER NO: 09 - 1444 PERMIT NO.: P.O. NO.: Sampled By: Daemion Black Visual Soil Description: Sand Sample Location: In -Place Material: MOISTURE DENSITY RELATIONSHIP (PROCTOR) MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 10 12.5 15 17.5 20 22.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS 25 Date Tested: 12 -23 -09 Sieve Size: % Passing 3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" 100.00 #4 99.98 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A} RAVEL B) SAND C) SILT or CLAY Respectfully submitted. 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WINGS 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Robe er, P.E., P.G. orida License No. 34715 NC. The original of this report was signed and sealed by the above Registered Professional Engineer in accordance with Rule 61 G15- 18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Description of 16918 Tan Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 1 F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6 100.4 8 16918 16.5 ` 100.o 100.4 95.0 PASSED Remarks: CLIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction PROJECT LOCATION:500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black Respectful WINCE Robe Florid PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:03:30 PM se No. 34715 Description of 16918 Tan Sand Material: DENSITY.TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 1 F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6 100.4 8 16918 16.5 100.0 100.4 95.0 PASSED • Remarks: CLIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction PROJECT LOCATION: 500 NE 102nd St, Miami Shores, FL WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT :03:30 PM • Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61(115 - 18.011 of Florida Administrative Code. Respectfull WINCE Robe Florid Lab No.: Test Specification Optimum Moisture Maximum Dry 1 1/2" 1" ( %) Density (PCF ) 16918 "MODIFIED" PROCTOR, ASTM D 1557 -B 16.5 100.0 Sieve Size: 3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 Passing 100.00 99.98 CLIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction LOCATION: 500 NE 102nd St., Miami Shores, FL 100 95 WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Date Sampled: 12 -21 -09 Tested By: Steve Marsh Sampled By: Daemion Black Visual Soil Description: Tan Sand Sample Location: 1n -Plade Material: MOISTURE DENSITY RELATIONSHIP (PROCTOR) MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 105 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 . 1 1 1. 1 1 1 1 1 1 2 1 1 1 1 1 1 1 2 I 1 1 I I I T I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1I1 1 1 1 1 1 1 11 1 _1_L1_LJ_L__1__1_LJ_■J_1_I_ 1 1 1 1 I i 1 1 1 1 1 1 1 1 I I I 11 1 1 1 I 1 1 I 1 1 T I 1 1 r 1 1 1 1 1 1 1 1 111 1 I I 1 1 1 - - - - rl r ---- - - - - - r - - — •1 1 1 1 1 I 11 2 1 1 1 1 1 1 1 1 1 1 1 1 1 r I I I _L 1 _L J_ J_ 1 _I_1_ 1 1 1 1 1 1 1 1 1 1 1 REPORT NO.: 1 ORDER NO: 09 -1444 PERMIT NO.: P.O. NO.: 1- 11-1--1 J—L- -1--1-1-1 —LJ —L— __1_LJ -- —L-1-1— 1 1 1 1 I 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ — , - r - ( - r-- r- r 7 - ,-- r- , -r -, -+ 1 — r- 1 I 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 ' - 1 — r-- r - I — I - - I — r -- r -- r - 1 1— 1 — r -1— — —r7 —r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1•• 1 • 1 ■ 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1_L_I_1__1_LJ_L__1-- 1_L4_LJ_L!_ _1_LJ_ -_- 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 t 1 1 1 1 F 1 1 1 1 1 1 1 1 2 I I 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 2 2 l l l l l r 1 1 1 1 1 1 1 1 1 1 11 I I 1 I I 1 1 1 1 I I I 1 I 1 L 4- r- r r - - — r� r r r r - r - 1 --- rr r- -- -1 — r — rr — 1 1 I 1 1 1 1 1 I 1 1 .1 1 1 1 1 1 1 1 1 L _ 1 1 1 1_ _.- I - - + -- i — I -- 1— I -=— a • - -i —I— — I - -1 — -1— L — �' -1— i — 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I 1 1 I 1 9 0 1 1 2 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 10 12.5 15 17.5 20 22.5 25 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS Date Tested: 12 -23-09 Sieve Size: % Passing #10 99.82 #20 99.62 #40 98.79 #60 85.95 #80 27.62 #140 3.58 #200 Washed 1.27 • Dry Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WINGER 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. ' Bpi . 11 '. - NC. l .E., P.G. orida License No. 34715 The original of this report was signed and sealed by the above Registered Professional Engineer in accordance with Rule 61 G15- 18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Description of 16918 - Tan Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 1 F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6 100.4 8 16918 16.5 100.0 100.4 95.0 PASSED Remarks: CLIENT: Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction PROJECT LOCATION:500 NE 102nd St., Miami Shores, FL PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:03:30 PM WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305 -944 -3401 FACSIMILE: 305- 949 -8698 Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black Respectful) WINGE Robe Florid se No. 34715 C. INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed �� , Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 149554 Permit Number: RC -8 -09 -1356 I Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 30, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 c zza 500 N.C. 102 ST l7I4i"?I SIORCS TL 7/7R/10 Date Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) K rypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward:(954) 779 -1535 Address of Treatment or Lot/Block of Treatment Time 10:00 A.N. CYPCR TC CYRCRNETRRIN 1 G,1LLON Product Used Chemical used (active ingredient) Number of gallons applied RAUL RODRIQUEZ Applicator c i Percent oncentration Area trreated (square feet) Linear feet treated AD2OTNTN SLAB Stage of Treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line 7128110 500 N. e. 102 S7 NIANI SHORES FL 7/2R/1() Date CgPER 7C Product Used Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) Per C ncentration Area treated (square feet) Linear feet treated _112 S11413 Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention,is -used final exterior treatment shall be 'completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line 7128110, L'6 t J Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward: (954) 779 -1535 Address of Treatment or Lot/Block of Treatment Time C"'PERfE7f1RIN 1 C RLL0NS Chemical used (active ingredient) Number`of gallons applied 10:00 4.M., RAU_L PODR ?ZQPUEZ Applicator �? IT K3 INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passe �,, � UJ�� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Project: <NONE> Building Department Comments July 30, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 149555 Permit Number: RC -8 -09 -1356 1 Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 July 22, 2010 IMBUPGIA CONSTRUCTION SERVICES, INC STATE CERTIFIED GENERAL & ENGINEERING CONTRACTORS 1875 NE 149 Street North Miami, FL 33181 Phone 305- 940 -6957 Fax 305- 940 -6958 Project: Butler Residence 500 NE 102 Street Miami Shores, FL 33138 RE: Certificate of Insulation I, Louis S. Imburgia Jr., State of Florida Licensed and Insured Contractor License number CGC011601, certify that the Kraft-Faced Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation was installed at above project address. Please see attached product information regarding the description, applications, installation and building code compliance and fire hazard classification. This information was provided by the Johns Marville Building Insulation Division. Thank you, £� Wrcrr_ Louis S. Imburgia Jr. Imburgia Construction Services, Inc. President i!b 05/04/2010 10:10 3056299819 1111111 I i f 1oInsManv4k Smart Ideas. Better Insulation CEMEX MIAMI GYPSUM FORMALDERYDE - FREE Johns Manville has revolutionized the building insulation industry by introducing an entire line of formaldehyde -free filer gloss building insulation. JM Formaldehyde -tree insulatinn provides the same high- quality thermal and acoustical properties as conventional JM fiber glass —just without the formaldehyde binder. Why? Because it's a smart thing to do for our customers and the emriromnent. Formaldehyde has traditionally been ur,ed as part of the bindr,r in fiber glass insulation. Although there is no health risk with the traditional product. formaldehyde at higher levels may cause irritation and sensitivity. JM Formaldehyde -free building insulation utilize s an Innovative new acrylic binder that eliminates binder - related formaldehyde emissions during m. inufecturing and, once installed, will not off-gas formaldehyde in the indoor environment. No formaldehyde means fewer things to worry about. Visit us et www_lm.cam for more information. PRODUCT DESCRIPTION Johns Manville kraft-faced insulation le a lightweight thermal and acoustical fiber glass insulation made of long. resilient glass fibers bonded with an acrylic thermosetting binder. The kraft facing can serve as an integral vapor retarder. AVAILABLE FORMS • Pre -cut harts — fit standard wall n.,vities and are fester to Instal( than roll products. • Rolls — Can be cut to Fit any size Cavity and installed in any grin of a building, APPLICATIONS • Wood frame construction — residential homes and light commercial buildings • Metal frame construction — commercial buildings • Pre- manufactured homes — modular or menufav housing • Engineered wood construction — assemblies framed with 12 to 19.r on center cavities. wtda•spaced woad trusses or I- joists • Interior wall sound control — interior walls and floor and ceilir ig assemblies (For sound class ratings for well assemblies. see the appropriate STC values datesheet for enter steel or wood framing.) INSTALLATION Kraft -faced insulation cuts easily with an ordinary utility knife. Stapling tabs are provided for attachment to wood framing. The insulation can also be installed with festcm:rs or simply pressed in place between studs ar joists. The kraft facing on this product will bum. and must rat be left exposed, It must be covered with gypsum board or another approved interior finish. Where an exposed application is required, use FSK -25 flame - resistant faced insulation. Note: In colder climate areas, vapor retarders (whether attached to the insulation or applied separately) are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wall from the building interior. Conversely. in predominantly hot. humid climates Iacal practices often call for placing the vapor retarder toward the retside of the wall cavity. Check your local building codes far vapor retarder requirements. PACKAGING This insulation is compression•packaged. for Savings in storage and freight costs: RECOMMENDED STORAGE AND TRANSPORT Store insulation indoors, Keep insolgliOn clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPEOACATION COMPUANCE ASTM C 665, Type II, Gass C, Category 1 ASTM E 96 Permeability: Kraft— 1.il Penns SNORT r-ORM SPECIFICATION All insulation shown on drawings or specified herein shall be - Johns Manville Kraft -Faced FormaldeNtia•frae Thermal and Acoustical Hiner Grass Insulation" Thermal resistance "R" values (RSI) of the Insulation shall be R (RSII in ceilings. R (RSii in walls, and R fftill in floors over unheated spaces. LIMITATIONS OF USE Check applicable building codes. Kraft -faced insulation should r at be left exposed. 3..-14O (oisS- PAGE 01/02 Kraft-Faced Fa n aIdehyda - flea Thermal and Acoustical Piber Glass Insutadon PERFORMANCE ADVANTAGES • Formaldehyde-free — will not off -gas formaldehyde in the indoor environment. • Thermal Efficiency provides effective resistance to heat transfer with R-velues up to R-38 IRSI•6.7), • Sound Control— reduces transmission of sound through interior and exterior walls and floor /ceiling assemblies. • Moisture Control — the kraft facing resists water vapor transmission. • Noncorrosive — does not accelerate corrosion of pipes, wiring ar metal studs. - Durable — unaffected by moisture. I. grease and most adds. It will not rot. mildew or otherwise deteriorate, • Resilient — bonded glass fibers will not pull apart during normal applications and resist settling, breakdown and sagging from vibration, • Flexible — forms readily around corners and curved surfaces. 05/04/2010 10:10 3056299819 Kraft Fac Visit our website at www.jm.cam Folmaldehyda.hee Thermal and Acaustieel Fiber Glass InsuIntion Or cull: 1-801)-854-3103 BUILDING CODE COMPLIANCE AND FIRE HAZARD CLIbSSIFICATJON HBO Craft-faced Types m. N. v •rn acne E ea. AVAILABLE FORMS* Specificities Compliance ASTM C555 Nratt•fossrl Type II, Class C Calepmy 1 Distributed hy: R -.else pn.W Sat 39 30 25 72 21 l9 15 13 11 • CERTIFIED ew Mar.,yeearres�t f ae MAN= no R!cmEOcemMUr - oworrGarerenvw mama lam ominneraenr wool SCIE lu: lMiIfi<eTt@li SYSTEMS 1.8004( !(T; ProPnN inevitable a attuelurn using Johns Manville budding Insulation helps preserve as nnuironment icy rodueinp energy consumption for healing end coarmg, reducing the pollution resulting from ruei burning. rodUting the emission of hazardous air Pollutants during Manufacturing and reducing waste through the udtlzatmn of recycled materiels. Look for the cress and globe emblem on Johns Merwitie building Insulation which radioman independent certification by Scientific Certification Systems. Inc. of 2914 or more recycled glees content. Wit odes 6.7 6.7 5.3 5.3 4A 33 3.7 3.3 2.5 1.9 SBCQ Types le V YI Thickness'" (b0 Itsel 101 290 13 Sln 9u 710 11 VA 200 9A 210 7 155 5 145 5 4 159 lh.3 49. 111.954 99.92 PA, 211 99.92 BOCA Types 19, N, V CEMEX MIAMI GYPSUM PAGE 02/02 15.24 12.'5.24 •r.+.rRyan n Arose eMaaoaaatnnroanNam uafmmro.euninslwarnl "?Worms ennerp V kaaaoelne Kahan. "" Smut] *Mb off Matta may V. niritisbb. MO volt tvg, IstA ask, igg egnum. Srimeto nor bum* 4 /IaelMut*Irns, WPC RemeSpreae Swimtteeolo'er Try III. Pt WAN Types NM Pawl Nat Palml what'" Mete) Framing Psi Wood kenning lit) Metal Fesmisg Men) Wood Probe tool 1514 23)1 15,24 155.239 12.15.19, 24 15.23 15.19.23 15.23 19.24 11,15.19, 23 15. 16, 24 11.16,13 15,24 11.16.23 393.900 406, 510 406, 915 393.600 304 4135. 3114, 409. 493, 910 391. 381, 493, 564 3111, 5114 406.910 279. 381. 453. 694 391, 694 4 09.910 279, 391, sea 406.610 7/9.361.684 Technical speciifcadans es shown in this Woman are Intended to be used ee general guIdeiinee only, The physloal end chemical properties of ktaft -}iced thermal end acoustical flbnr gloss insulation listen harem represent typical, average wt hies ordained in acredonce with accepted lest methsde end ere subject normal manufacturing ve rletiana. They are POONA ma technical MIAMI and are subject to r:hdepe without notice. Any reference to numerical Remo spread or smoke developed stings ere not Intended to reflect hazards presented by these or any other materials under actual Fier conditions. Check with the Mains office nearest yon for currant Intarnetien. All Joins Manville products ere sold subject to Johns Manville 9 Limited Werrenty end Llmne9nn et Remedy. Far a copy of the Johns Manville Limited Werrency and Limitetimi of Ramedyor intermetirn on other Johns Menvlgn thermal and acoustical snstemien end systems, call at snits to the 16111 number or eddre>a^s listed below. Building insulation Division 717 17th Street 180202) P.O. Box SIDS Denver, CO 80217-51 1.800.6541 -3103 www.jnl.rcm 11,0-0016 ttffi IP UM Johns Man** INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed Inspector Comments „ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 149225 Permit Number: RC -8 -09 -1356 J Inspection Date: July 22, 2010 Inspector: Hernandez, Rafael Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 22, 2010 ciatticD LriR i5 Art Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 Inspector Address Comments: _,441 DIVISION OF Environmental Health Florida Department of Health Miami -Dade County Health Department OSTDS /Well Division 75 71805 SW 2.6 Sti '� G Date ,J t , 2 /1/ OSTDS 44°44,04. INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS Passed ` 7722ro Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 122055 Permit Number: RC -8 -09 -1356 j Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 22, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 May 20,2010 City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores, Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Buttler Residence. 500 Ne 102 Street Miami Shore, Florida 33148 As engineer on record I certificate that all the work that was done on kitchen addition (roof,trusses, beams) is according to structural plans and details and comply with Florida Building Code. If you have any question you can contact me at the reference that appear below. RODRIGUEZ PROFESSIONAL DESIGN CORP. 2441 NW 13 ST #96 Miami, Florida 33125. Ph:305- 634-8466 Fax :305 -638 -4710 4`c Wilbert Rodriguez PE # 65688. 0 INTERIOR AS PER PLAN, REPLACE BATHROOMS, FIXTURES, PATCH PAINT, NEW KITCHEN CABINETS AND APPLIANCES, PATCH AND REPAIR EXTERIOR PAINT, EXPANSION OF EXISITING KITCHEN AS OD e* 7 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 149553 Permit Number: RC -8 -09 -1356 J Inspection Date: July 22, 2010 Inspector: Dacquisto, David Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: 305/525 -5707 Page 1 of 1 WNW MUM MOM MEM J 1— PREPARED BY: H d..r- r .... r"i = KNOW ALL MEN BY THESE PRESENTS: r M INN I` - •t O r ,- MOM — y WHEREAS, the undersign i -\ )01 1 R'itl � `h is /are the fee sim le owne s of the followin described property Pro On " o situated and being in Miami Shores Village, Flori a: A ff r irZ ,_,i g 9 L!- 71 - Tr+ y J 1:nat ° = ft; lots Y, C - 4 J ( j 4 ' ) Block — ! — of ..111,3 . PS L C f . hiiO - Li (Subdivision), according to the plat thereof, as recorded in the Plat Book " 3i ,_, I • Page I + of the Public Records of Miami -Dade County, Florida, (address) 51 KE ICS Z. `s1"- i'�l6 51AC> if't I and l3 ' 1_, C • i;; WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof `=, L -, Rillii to induce the Village to grant same: ,-;u a 4 NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and P :' iil ee Signature and Print My commission expires: DECLARATION OF USE 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by alt terms and conditions set forth herein. FURTHER, the ardersigaad dada e(s) iiia: this covenan is iniende ana shah constttute a re covenant concerning the use, enjoyment and title to above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be rel by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 5 day of 20. WITNESS(ES) SWORN TO AND SUBSCRIBED before me on this _5 day of Hail Signature and Print Signature 1 and Print INY\ H 0- -(t-gg t. STATE OF FLORIDA ) u-. f./3 N COUNTY OF MIAMI -DADE ) a 9 C. �LLU� 1 HEREBY CERTIFY that on this day personally appeared before me jO (f1 . • aJ !19 -- who is personally known to me or has produ cc 11.1 (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, purposes therein expressed. Signatu and Print M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PUBLI , STATE OF FLORIDA BUILDING PERMIT APPLICATION FBC 2004 cit She -es state FL Tenant/Lessee Name IA A Value of Work For this Permit $ S ® O. 9 - 2 Type of Work: 1X" / Addition ['Alteration Describe Work: . 1 " RIO :' . ./ ' r 1 l Sr A I " Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I Auu 13 L1W i BY: Permit No. &Q 135 Master Permit No. Permit Type (circle): Bull ' �: - Roofing c4 // John 2,u.+IC - 16'l0 • 791. S5 S Owner's Name (Fee Simple Titleholder) C. ri �'�- d Inez \ tv otpu r Q Phone 30S • O • X -1 Owner's Address 5 N E.. I.O a rc d . .t re a-4 -- Zip 33 Phone # N A Job Address (where the work is being done) so O �- Z 101- S'1' r e - City Miami Shores Village County Miami -Dade Zip ' 3 1 38 FOLIO / PARCEL # v 017 — )01 Is Building Historically Designated YES NO X Contractor's Company Name ) M b fix l,. Ygc n s-+Iru �� hone # SOS' 9 -I O • V ' c V � ce • Contractor's Address @ r l ,� NI Cityl�Or'� vvNk Qyvi1 State r \-- Zip 8 �) 1 Qualifier Name t. °\-ti S S• W13\.A a 3 • Phone # 6 2S 5 -®n State Certificate or Registration No. C Cs) C- C) ) 1 b I Certificate of Competency No. Architect/Engineer's Name (if applicable) b pe z ZO SG'iee Coq. r . Phone # 3 505 Linear Footage Of Work: ['Demolition Repair/Replace 6 t�C'�'lt a-Fc re po Iii:+arl erl OPermit Fee $ / :‹1 r CCF $ CO/CC /�0� Technology Fee $ 11. Zoning $ Notary $ Training/Education Fee $ 3. CX) Scanning $ Q'■ 00 Radon $ AO DPBR $ 1.r) • Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 C), 01 + V ®, a = iZO -ae Total Fee Now Due $ ',' 1 Yo • 0 l See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) • Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 permi is ' su:d. I absence o ch po d notice, the inspec '.n' lel not be ap ove and a reinspection fee will be charged. ` 1 14 i 02 IOLA it Signat Contractor Signa Owner or Agent The fore oin instrument was acknowledged before me this )) day of \C. - , 20 CA, by who is personally known to me or who has produced rL f 0 l- NOT Sign: Print: My Commission APPLICATION APPROVED BY: (Revised 07/10/07) As identifica Y P LIC:tba d who did take an oath. The fore day of N I TARY PUBLIC: Sign: Print: nstrument w ackno , 20L, by 'S 1 •� w'P:i� .� rsonally known to me or who has produced tification and who did take an oath. /1414 vat xpires: My Commission Expires: Y ° 0.140.°/ 't e5 v ie v 1 • Plans Examiner Engineer Zoning SUBMITTAL DATE: ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING no*. llstog STRUCTURAL IMPACT FEES HRS /DERM PenM 07-09 -1123 demo MO #11- 3205.0174070 i i TA* maMaaapaadaaara,sAa∎ macs tAsI APE boaaadNwamblatral 1 ° br a Peatdla a lln a NisN ofCce. .�nt�er.autolbMnD►domrHaa I-- - _ — Saga OSSMINEMI 1. � d Lel 11 -la Mock it waaa TM* C3 Iaestaambed Sttad+datsaaftasaesarWac Iabmt6Ysna/eeaar1AroaadPROM ISSENINIErsealfavalEbtos INInoi :th•ENravaborw Orea:at dasailEkm as a ' b : bababoarbaramb . OwirrUaaaaad . a �j a^ e!'S S.1.1. addnam b4nNaar aadAMlMarMaala 9 u o A/ SO s+ Ni b. 1oblaatln}aoprtl: Dmsi■ ► # 3/3 8 Name and 'debug' arks NA G. Nag* eitaAsaar toa111nbo1soeaaataaad OnaalglISM - 4.a addeae Maya ob.r avw %tun b. Goatnatora phone mmtber, am Swag name and thin= t4 a1. DYNE aeaabsi r. AalowatorDank 1 NOTICE OF COMMENCEMENT tr. LIMN' Nam and Addis= NA rL UMW, aambee . 7 eb rNuI atFbdda- adgeiNbiCea rw wanton' r da aoder asaparairar rarbarw w vad povi d WOO= OZIONENT. Rod* Sageba Namur !IA b. Plana number: SISE boabhlmlNEOrbm.NI.tbeObinar a Oppawbae sumaraaarprdLbsbrlaalbapilseEnTILISIEsPANE b. Pb,. ......J. ofEmma or m da pulled BOW= *NW ENNA A al.ebmnaemmnR: alrm4UrTIE eattatra arasedoaadiudoaade amntdaabrap ENE VININIIR TO TAME ANY PAYa®TS woo or nil OWNER At1'ER THE EIIPIM'flDN or nia NOTICE of aoromeamorr me CONSIDERED alb PAYMENTS MEEi CHAP 717, PART 1. SECTION 71313, RR apA STATUTES, MO CIwmEaLT IS TOM MVOS TIW10E'FOR SMIMONENENTS TO YOUR ND/PERM A ROME OF CONEENCENSIff LaJST SR Ir!?GORDEO AND POSIEO ON 711L JOE SITE NEMER ME NNW OISPECTIOR. 11 YON INTEND TO arras N NA LINO. CONSULT NM CODUR LEA OR. AN ATTORNEY OR • .... YOUR NOME OF CONNENCEMBIC MATE OP ROHM COMM CRAMMED e nr i taaglbo0 blow ANIMA eta ri /41/5 ' , ❑a ❑� �v �StX� for ❑ w rbrav aosaar pipablarearfaarfigraintilmErEE cF40447bA 11. t2.4tig•S L:Ce.uJ . POBLIOSTATH Or rl.O tuna V4 5MeaPuelntes- Venerio tu.arr oaaem.we. oa owl= w . . rrd . da . toalargrala = Commission #DD658337 rwr amen eramramoaae bar braelryirmla teas adt ,... Expires: APR. 02, 2011 'ti EMTLEIATIANTR8®TR 004AZ SlaaatuaaeaarMa g4arOarameeTAWmlaad badaedabam b ST ei-ce by co P?.S NE t-f3> STATE OF FLO A C - NTY OF DADE 1 HEREBY CERTIFY that t e and correct corn original on tile in this offs J AO Y0 kY HARVEY RUVIN, CLER ty Co 0' jw Deputy OIe d:l _ 11: , 11► CFN: 20090600674 BOOK 26982 PAGE 4244 DATE:08/19/2009 08:12:19 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY l L r ' 3 31 P 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 714- P&J PLUMBING CRITIQUE SHEET f.A5-7 A?, 3 be- r Ati 7 i)` Gi/ h�� ✓3 �i�i/ d (..6 ;6 61,5-e.; Miami Shores Village Building Department /3 There is ha sec.3 /;, gs411 e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0? Job Name 130 TL E t4 Date gi /g /pq J'/ Z STRUCTURAL CRITIQUE SHEET �'�- -. -PW ;s_ C� 1 oppe s l a /re /ger Azl�. DA/94- make Ihe s or fn rry - l4(eriA afrrow r/ (3 6n /79h( Root &a y'2f plan aver Krichrt,0 o/oa1,1 e joist which suer or Q cd-kak e rs. , ritatv h e w s /re l beam on f ao,F I ail Pviih heavy f e 43'1 /weld 6 ✓Q �eW weiyhioi w8,c 1s 2, p neiJ3 ( a 9 d/ 1 p CG4les - ee- ta.lczAlale• 1-12'l ceig6tP BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING I 4- CIA City IWCONU S Y " 1L- Zip 3'I 3 Owner's Name (Fee Simple Titlebolder) Owner's Address Contact Phone 006 5 - b -- 1 U Structural Review. $ *YF 7Q ** * ** ** ***** ** * ** J1** ** ***** ***** Submittal Fee $ Permit Fee $ ) Notary $ ( . Scanning $ Double Fee $ Training/Education Fee $ Master Permit No. Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 52) fU /02 S- Fr County Miami -Dade _Zip Permit No. Qualifier Name State Certificate or g p y DI APR 1 9 2010 BY: 1.......... 13,31° City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 1 v _ W O� P h o n e # D S - 9 ®' (9 9 J rl Contractor's Address f 1 S E (4 9 44 Si- Cit pv , \ Q( VV State Zip l ) ) ftii5 1 Phone # ' �r CD--'s-C" -57 d Re Registration No. �� f 1 Certificate of Com etenc No. E -mail 1 Ct. f ^ 5( I 1 kUX5 la C G (':f 1 C 7) co rv') Architect/Engineer's Name (if applicable) ea v24e. coce Phone # Value of Work For this Permit $ � D Square / Linear Footage Of Work: ,9 Type of Work: 0Addition ❑Alteration DNew l►: ' epair/Replace ❑ Demolition Describe Work: * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Radon $ DPBR $ Violation date: Total Fee Now Due $ k, o3 Technology Fee $ Bond $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat 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 ELECTRIC A L 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 delivered to the person whose p erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first nspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspec ion 1 .t b ..roped and a reinspection fee will be charged. Sign: Print: wner or Agent The foregoing instrument was acknowledged before me this A day of � , 20 U[ , by _ x5Tu gra kQ who is personally known to me or who has produced ti As identificatiop,' d 464* an oath. NOTARY PUBLIC: . ' P `\` ����` \\r inn My Commission Expires: APPROVED BY i/f (Revised 07 /10 /07)(Revised 06/10/2009) ��v Plans Examiner Engineer NOTARY PUBLIC: Zip Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: Zoning Clerk checked Permit No: 09- /J Job Name: ht. , 2009 Building Critique Sheet M iami Shores Viiiage Building Department Page 1 of 1 (a) � i L i,2 d 4 /1_,4 : � I,. /u Fut! k_eJ !l i' e).t41/0pae1k AA- PRGie ^rem i (' e G-? .r.Le dead% e / 'eJ /L *de . jx.( lnc2.f. Norman Bruhn CBO 305 - 795 -2204 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. JP BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFI G Owner's Name (Fee Simple Titleholde C� Owner's Address go o E (02 -5 Ci 1 LI 2 State ICI Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO — Flood Zone ►" 0 Contractor's Company Name \ YV O .AA t (Cj1�9�r� / � Phone # CAS L 0 Contractor's Address \ 81 S N3 U . ,k City 1 \ ' s W\"' Ok State ` Zip & 1 Qualifier Name L6.�a S S . \ ■ Phone # 30S - S2 S• 1 C 7 State Certificate or Registration No. C Cam, C.-- 01 1 ©1 Certificate of Competency No. Contact Phone 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 INSPECTION'S PHONE NUMBER: (305) 762.4949 5c -D r■tra. 1 O2— ,s nor Submittal Fee $ Permit Fee $ E -mail Training/Education Fee $ DPBR $ Permit No. Master Permit No. ! Zip 3 3I3g Phone # J i ) NONEVlIE J uN o ,� s 05-918. 9' Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New air/Replace ❑ Demolition Describe Work: C_M 5 4:510 Moftv (1_ eaSifr CCF $ CO /CC $ Technology Fee $ Bond $ Notary $ Scanning $ Radon $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 p; : • erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the / rs inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect on wt- pot b • •raved and a reinspection fee will be charged. Signa Owner or Agent Contractor �j The foregoing instrument was acknowledged before me this c� The foregoing instrument was acknowledged before me this day of5L. , 20 t7 , by C.12-Art u -. & c3,..S pJTi2 , day of , 20 , by whqpersonally �e or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \ \ \\ 111nu \ • Print: ` Cu 0 " c ::-.. - Print: My Commission Expires: ®�� �\5 " :0. My Commission Expires: • ° Q om O4 • * * * * * * * * ** * * * ** * * * * * * * * * * * * */**':*411 A bet * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY �a%'/C Plans Examiner Zoning (Revised 07110 /07)(Revised 06/10/2009) Signature Engineer Clerk checked (elY,,t (10 C.i i �S T Permit No: /IP er)q -d_S Job Name ,2010 3 U✓1 A ;1 /21 SAA"• Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet M iami Shores V Building Department 0d4-,/,< / e O!7 1 / A 0 ,,24; �� 4� j7-ft llr/� V 1,12z1 to 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 04 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. tkkal Rif/6 F v BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple T l eholder 1\J'l (( Owner's Address No' �® I U % } City M V W\ QS State •d Tenant/Lessee Name Email City Miami Shores Village Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 0 Type of Work: ['Addition ['Alteration Describe Work: Double Fee $ Miami Shores Village Building Department. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Zip S 3 8 Phone # Job Address (where the work is being done) 57)0 0 102 County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO °e..— Flood Zone i° 6 , Adl mt M art tt e_21 - 6- , Contractor's Compan Name AA VoNitg i Phone # Contractor's A ess gr16 1 i vo. 9 e City ,� State FL. Zip 1 i 1 Qualifier Name J C6 US C U ?4Y a. Phone # State Certificate or Registration No.0 EC J 2 l t t k(,/ 9 Certificate of Competency No. E -mail ***,**** * * * * * * * **** * * * * * * ** * * * * * * * * * * ** F ees * * * * * * * * * ** * * * * * * * * * * * * * * * * + + * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 CCF $ 4. CO /CC $ Training/Education Fee $ Notary $ Scanning $ O 00 Radon $ DPBR $ Bond $ Violation date: I.( a0 BY: APri; 2 l por, Permit No. P` .1 Co G �� Master Permit No. / 35 Phone # Zip Phone # New El Repair/Replace bS" - 9LI iq vld _L Square / Linear Footage Of Work: • Deknolition Technology Fee $ (Q .40 Structural Review. $ Total Fee Now Due $ 51S-?() 4 See Reverse side – Bonding Company's Name (if applicable) Bonding Company's Address el` City State Zip .- Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip t 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 i 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. k`WARNING TO OWNER: YOUR FAILURE TO RECORD At.- :NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN 011ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CORDING YOUR NOTICE OF COMMENCEMENT." go 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 , " t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspec on twill of be ' .roved and a reinspection fee will be charged. 11 .244 ix• rr�� Contractor The foregoing instillment was acknowledged before me this 30 The foreg ' • instrument was acknowledged before me this day of , 20 IC, by day of ,20 /o , by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signa Owner or Agent As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Signature r ``` �t11tltlllu��� 1j Sign: i .' Print: IVOidAV 11 9110 . , CDDl6Syp t ♦ *** * * * ** ** * ** * * * * * ** ** * * *** * * * ** * * ** *a; * * * * * * * * ** Fir * * **** * *x * * * * **** ** * * ** * * * *** * * * **** *,tie * * * *** * * * ** ** fi ssion Aprii 11, 2013 (407) 3984163 FloricieNtka Service.com Zoning Engineer Clerk checked 064.07/2009 19:51 3056850038 4/0'c o /as , .b./; ft acs r Vic ,er: r 9, — s � ' �� Mails &lst Governor TO; - r" AGENCY/DEPARTMENT: TELEPHO DATE:,, / 7 1 For Your Infarmatioa ❑ Signature f4aquwme 0 PROM: UCUONEr 6400100 1 76 Lillian Rivera, RN, MSN, PhD, Administrator FA C S II M 1 L E �I in k1 A- Covei Sheet co,,.To: 3c�—�`j 10- G�1ICI Number *Magee a uetsrdhsg. aS): Roaipiaat, please to Connrm: YES HAPPVHOMEHEALTHCARE Boa NO FAX: TIME: Per Your COStmenc 0 Assignment 0 As Requested Q Doe Dale P,1210- Florida Department r' Health • O.S?D.S. room= IBMS6W26ST Miami, Florida 33175 Tel.: (7116)318.2461 Flue (786)31S4090 gansa Simir, PhD, "PE. DEB. CEHP, Dkessarr 6avironntal Heath std Engineering DMo County WEB Department 1723N. W. I07 Stint, Miami, Florida 33056 IV: (305) 623 -3580 Fax; (305) 6234502 8taail: Sarni Eh4vh.s ete.(Lus Wcbstm: www.dadchealdorg PAGE 01 Ma M. Vlllwata Ros„ M.D,1141,1K. State Surgeon Gesczai WOOD mEnalimici i Hr, 8 'Ir. 1MPORTANT: THIS mission 18 ;WENDED ONLY FOR THE USE OF TK$ INDIVIDUAL OR Et+ITI'& TO WHICI! IT LS ADDRESSED AND MAY CONTAIN eatonb AUQN THAT IS PRIVR GED, CONFIDENT14L AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader hi httemind recipient, the employes, or agent responsible for delivering the message to the. bonded recipient, you are hereby notified that any dtseom1nation, distribution, or copy of ttds Doti ie misty prohibited. If you have meeived this communication in carer, please notify tua immediately via telephone (005/623.3500), alai return the Original mestsge to us at the above address via the United Stem Pastel 9mvic Meek you. XV. E :l4 OlOZ /L1/00 , 0607/2009 19:51 3056850038 HAPPYHOMEHEALTHCARE PAGE 02 2. Standby portable reOff0om71 anld bolding tapk selviee equipment shall be available for use during breakdowns or emergencies. If equipment from another approved service Is to be used for attend -by purposes, a wriest lgteement between the serviceak must be provided to the Bounty health department, 3. The waste storage compernnent of a tank truck shall be maintained as uacessahy to prevent the arotion of eanittuy nuisance conditions, (u) Portable or stationary holding teak, portable raatroam. and portable bend sink weds shalt be disposed of into a neelptege treatment and disposal fesility eppesved by the department or 6rro a tremens facility approved or permitted for such disposal by tite Degartmeat of Environmental Protection. These wastes shall be lend applied under provisions of subsection 64E- 6.010(7) provided a PEP- approved treatment facility is not available. Comma :ales *hi& service portable or stationer/ lmlding tanks or portable regrown which use quaterasy ammonium sanitizing and decdorieins compounds me prohibited kern having the wester treaded er disposed of at Il(ne stabilization fee:Hi [e& (v) weep disposed of in a department approved Wee stabilisation thcilty, the portable resiroom, portable hand washing and portable or atadonary holding asek wastes shall be blended with domesaic eeptege at a hate steno less than 3 parts aaptage t01 pag hold* tame,, portable testreom or portable hand washing facility waste prior to lime stabilization. Treatment Md disposal shall comply with the provisions ofperagraphs 6 (w) Contents of portable rnstrooms and portable or stationary holding tanks shall he removed lire their entirety when pumped. (te) Persons who MVO portable mativoms but atv mg a permitted satevlCc company shall maintain a eetviee =net with a permitted service comma ear ever partible tearoom its use. The name end telephone number of the owner shall be displayed on every portable sestroota in use;. (8) All dials gated herein may be obtained from dm Bureau of °mite Swart ?m viww.MyFlorideziteoist or 40 =Z Bald Cypress Way. Bin ADS, Tallahassee, Florida 32391 -1713 �m 04, Awt�d 11 8� 5(3Xa), 459453(3), Ft;. Law rmplenteeatad 381.0065, 3$6,041, FS. k1�ew 05-24- 6 Abandonment of Systems • (1) Whenever the vie of an cash@ Be wage treatment and disposal system le dlsaenair ued following oonacetion to a aunitaty newer, following condemnation or demolitl0i or removed or da*u tion, of a building orproperty, or dig the use e t a S septic took and replacement with another septic tank, the system shall be abandoned within all days and es ti thathcr use of the Memo for any purpose shalt he prohibited. Somme if the Department of Eavircumeotel prodeotteaa or its designer approves the use e+f the retention tank where the teak is to become an integral part of a sanitary sew eine m or gennwater =masons g sue, the septic tank geed nOt be abstedened. (2) The following regions shall be talon, in the order tatted, to abandon an mete sewage +reatruaat end disposal *Mall (a) Property owner or agent shall apply for permit *cm the department to ahead= the existing =site *Mae era= and ' aubatit the require fee, Ups receiving a permit; `� (b) The tank shall be pureped out (e) The bottom of the teak shall be opened or raptured, or the entire tank oo1h pse4 so as to prevent she tube from rutting water, and (d) The tank shall be Abed with dean sand or other- suitable material, and Mteptesely covered with sail. • (e) An inspection of the system abandonment shall be conducted by the depestment or by the local utility er plunibing authority performing the tiptoes abandenreealtt. (3) The permitting provisions of Rule 604.01 /(2Xe) are not required ifs local utility of local plumbing authority perfume a system abandonment program which t quires the completion of These steps !taut In Ruts 604 1 ( 2 0): (C), (d), and a and (e). If the system abandonment is returned by a local milky or land plumbing authority, the local utiiy er local plumbihhs authority perfbrming the absedenate nt program abell maintain a log Oa inept:Mieins perlbrmed and dell forward the Iog to the County Co Health Dot on a monthly basis. (4) A tnptie tank Serving a single fondly residence ntay, m the owner's di ion, be converted into as *tent pursuant ea the following procedures: (aa<) The applicant ahalt obtain a system abandonment permit from the corny hem department. (b) The permit application shall speccL the intended use of the abandoned septic tank. (a) The activities related to ahendonrag the onsite sewage truant and disposal systems shall nal create a a anitery (d) The septic tarok shall be disconnected front the dsainSeld and from the bulldog satinet pipe. (a. ^ a „ • '„ , ;leetn and sanitize the septic tank shall be conducted by it o track w or a mate-11 1 scptegec, wersh water, other .. q ream rain be rwttoved and 0 / Mtn •' .010, PAC) by a DOH -dread sopteee disposal sere and diaapused of at a 1 ?EP- reguieted wastewater trnallead facility. (g) The health department shalt insert tlty lank once it is dimensioned, emptied, gleaned, diahsilotcd and Stied with coo tea 0 �1 EFFECT/YE JIM 25, 2009 31 ky3 Wit oIo8 /tl. /8o 06407/2009 19:51 3056850038 i • • 11..MS-Ul44...1$.4.w'..a.•.r -, gob/z00 ll HAPPYHOMEHEALTHCARE construed to interfere with the Florida 6uildirtg Code or airy applicable ioCat telchntcal amendment to the Fioride quilting Code, local Iicensurs requirements, or Other load ordinance provisions. (21) The sae, delivery, assembly, or tie -down of lawn storage buildings and storage buildings net exceeding 400 square feet end bearing the insignia of approval from the Department of Community Affairs showing compliance with the Florida Building Code. (22) A parson licensed pursuant to s. 633.061(1)(d) or (2)(b) performing work authorised by such license. Hleetary. - -ss. 11, 17, Ch. 79 -200.1 ss. 2, 3, Ch. 81-318; s. 1, ih. 84 -160; s. 7., ch. 87- 235; 5s. . 2, 20, 21, Cif. 98456; s. 3, ch. 49-115; s. Eli, ch. 89 -162; s. 1, ch. 89 -343; s. 29, d1. 89- 374; s. 38, nh. 90 228; ea. 34, 68, ch. 91-137; a. 4, ch. 91 - 429; s. 7, ch. 92 - 55, a. 1, ch. 93- 154; s. 1, eh. 93 - 166; s. 253, ch. 94.319; a. 4, di. 96 -298; a. 73, ch. 96 - 388; s. 1125, tit. 97- 103; is. 39, ch. 98 -250J s. 3.9, ch. 98 -257; s. 22, ch. 98 -419; 5, 39, eh. 2000 -141; s. 34, Ci. 2000 -154; s. 30, ch. 8000 -372; s. 34, ch. 2001 -186; s. 3, ch. 2001 -372; s. 26, di. 2003- 32; s. 5, ch. 2005 -30; II, 26, ch. 2005.232 ; ; S. 43, ch. 2005 -147; s. 1, ch, 2008 -293; s. 56. di. 2007 -23.7. 4119,108 Definition,- -ire used in this part: (3)(m) - Ilurpbin0 contractor" maanse e.antractor wrltsiaa contraicilTir businerss consists of the execution Of contracts requiring the experience, flnandal means, knowledge, and skill to instAtl, maintain, repair, alter, extend, or, when not prohibited by law, design plumbing. = ,. • n, con • tor may in maintain ..- • sKx.r.rrrel ro 1- tad by law, design the following without obtaining any additional local regulatory license, certificate, or registration; erliti'sw tongue or stone drainage faculties; venting systems; public or private water supply systems; se tit r sul�Y webs; awlmm ng pool p p n g; e 9aUa0 systems; or safer heating weer systems and all appurtenances, aooar tug, or equipment used In connection therewith, Including bottom and pressure process piping and lnduding the inetallatlon of water, naturai yes, liquefied petroleum gas and related venting, and storms and sanitary sewer lines; and water and sewer plants and substations. The scope of work of the plumbing contractor also includes the design, when not prohibited by law, and , installation, maintenance, repair, &teraboo, or 'extension of air - piping, vacuum line Piping, oxygen line piping, nttrous oxide pipilig, and all related medial gas sy8Eem$; the line standpipes and fine sprinklers to the extent authorised by taw; ink and chemical tined; fuel 0i1 and gasoline piping and tank and pump Installation, e p% bulk storage plants; end pf6Urnetic control piping systems, all In truth a manner as to eamply with all plenel i specifications, codes, laws, and regulations mbin9 applicable. The scopes of work of the Plumbing contractor shall apply to private property and public property, shali include any excavation work tnddentat thereto, and shall include the work of the apedalty plumbing ,contractor. Such contractor stw l subcontract, with a qualified contractor In Mite field concerned, all Othsr work incidental to the work but which is speclfed herein as Ming the ware of a trade other than that of a plumbing contractor. Nothing in this definition shall be construed to limit the scope of work of any spedstiy contractor certified pursuant to s. 469.113(6) Nothing in this defnitton shall be construed to require certification or registrations underthis part of any authorized emp natural gas utility or of a private natural gas utility regulated by the Public Service Commission when disconnecting and reconnecting water lines in the a8IVtdel9 41' replacement of en edging water inter, PART ffi1 sap= TANK coNTIVIKTING 489,551 Dei°initions, ' 489.552 Registration required. 489.553 Administration of part; registration qualifications; examination. 489.594 Registration renewal. 489.995 Certification of partnerships and corporations. 489.556 SuSpension or revocation of registration. 489.557 Fan, establishment. 485.558 Penalties and prohibitions. 499.581 phi„ t lions. --As used ill hilt part (3,) "Departrne ne means the Department of Plealth. Chapter 489 Florida Stet rtes, 2008 108 PAGE 03 .1 Y3 trg: Et 0103 /I3/80 A i 06.' 19:51 3056850038 HAPPYHOMEHEALTHCARE PAGE 04 DBPR - GUERRA, SUS; Doing Business As: AA MASTERS MECHANICAL AIR M... Page 1 of 1 maakao,wwfmoro ice Betas Liaoning Information Name: GUERRA, JESUS mammy Pixies) AA MASTERS MECHANICAL AIR MOVING & ENtiINEERIN@ SYSTEMS CORP 11tSA Nine) Main AddreS$: 10304 SOUTHPAW 130TH CT MANX Florida 33186 County: DADE License Mailing: License Location: License Information License Type: Coed Plumbing Contractor Rank: cart Plumbirif Manse Number: CFC14211140 Statue: Current,Active censure Date: 03/09/3004 Expires: 08/31/2010 Special Qualifications Qualification Ctfective• Construction BoSi 03/09/2004 Fingerprint (Construction Industry Licensing 06/26/2009 Ylett Rea n Irtfol tiara Y tense Co tint ilurrIS of Vie 1 1 Privity abstement 1 httpsJ/wwwayfloridalice . couVLicetsselietalasp ?SlIWAic- 5CB2F3218$8850791)8... 8/17/2010 Loo /LOOP( XVJ t4:It OLOZ /LL /84 CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: PROPERTY ADDRESS: LOT: 11 -12 BLOCK: 94 PROPERTY ID #: 11- 3206 -017 -1107 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ ] GALLONS / GPD CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D R A I N F I E L D 0 T H E R [ ] SQUARE FEET SYSTEM [ ] SQUARE FEET SYSTEM TYPE SYSTEM: [ ] STANDARD [ ] FITTED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [ ] BED [ ] LOCATION OF BENCHMARK: ELEVATION OF PROPOSED SYSTEM SITE BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: Have the tank abandoned in accordance with the following procedures:(a) The tank shall be pumped out.(b) The bottom of the tank shall be opened or ruptured, or the entire tank collapsed so as to prevent the tank from retaining water, and(c) The tank shall be filled with clean sand or other suitable material, and completely covered with soil.Have the system inspected by the health department after it has been pumped and ruptured but before it is filled with sand and covered. SPECIFICATIONS BY: Joseph R Piverge TITLE: Engineer Specialist II APPROVED BY: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM John & Cristina Butler 500 NE 102 St Miami, FL 33138 [ 0.00 ] INCHES DATE ISSUED: ti DH 4016, 10/97 JPrevious Editions May Be Used) v 1.1.4 SUBDIVISION: Miami Shores, Section 4 EXCAVATION REQUIRED: [ [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX. III NUMBER] / ][ ABOVE/BELOW DBENCHMARK/REFERENCE POINT / ]1 ABOVE/ BELOW ]BENCHMARK /REFERENCE POINT :Engineer Specialist II AP957120 ] INCHES SE -1 PERMI # SC- 1126322 APPLICATION #: AP957120 DATE PAID: FEE PAID: RECEIPT #• DOCUMENT # : PR804290 Dade c m EXPIRATION DATE: 06/27/2010 Page 1 of 3 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: John & Cristina Butler STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: PROPERTY ADDRESS: 500 NE 102 St LOT: 11 -12 PROPERTY ID #: SYSTEM MUST 381.0065, F.S SATISFACTORY WHICH SERVED PERMIT APPLI ISSUANCE OF T [ A [ N [ K [ D [ R [ A TYPE SYSTEM: I CONFIGURATION: N F LOCATION OF BENCHMARK: T H E R DH 4016, 10/97 (P 11- 3206 - 017 -1107 SYSTEM DESIGN AND SPECIFICATIONS 667 ] SQUARE FEET ] SQUARE FEET [x] STANDARD [ ] TRENCH I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [ 0.00 ] INCHES SPECIFICATIONS BY: APPROVED BY: 1 .. Jr-Fax- DATE ISSUED: 0 ..1 29/201 Joseph. Piverge Miami, FL 33138 BLOCK: 94 SUBDIVISION: Miami Shores Sec 4 BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION ., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE CATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. 1,050 ] GALLONS / GPD Septic ] GALLONS / GPD N/A ] GALLONS GREASE INTERCEPTOR CAPACITY ] GALLONS DOSING TANK CAPACITY [ SYSTEM N/A SYSTEM [ ] FILLED [ ] [x] BED [ ] E. P/L & C/L NE 102 St: 9.80'NGVD 1.Install 1050 g septic tank. 2.Install 667 sq ft drainfield. 3.Install 42" of slightly limited soil under bottom of drainfield. 4.Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. 5.Invert elevation of drainfield to be no less than 8.50' NGVD. 6.Bottom of drainfield elevation to be no less than 8.00' NGVD. The licensed contractor is responsible for installing the m [ 8.40 ] [ INCHES FT ] [I ABOVE I BELOW ] BENCHMARK /REFERENCE POINT [ 21.60 ] [I INCHES r FT ] [ ABOVE /) BELOW ',BENCHMARK/REFERENCE POINT EXCAVATION REQUIRED: [ 72.00] INCHES CAPACITY CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 ]GALLONS @[ ]DOSES PER 24 HRS egory of tank (64E- 6.013(3)(f), FAC). TI u ngin Specialist II Editions May Be Used) v 1.1.4 AP957123 SE812253 PERMIT # : 13 -SC- 1126326 APPLICATION #:AP957123 DATE PAID: DOCUMENT #: PR804287 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TA]. IB NUMBER] GALLONS] #Pumps [ ] MOUND [ ] TITLE: Engineer Specialist II Dade EXPIRATION DATE: 09/29/2011 Page 1 of 3 CHD 04/19/2010 21:07 3054360252 r t:); - �{ttatotiariat With this iio a you berme one Of the neai1y one minion Flor iens licensed by the Depardriertof Business and Professional Regulation. from architects Our boxers l ue au ►ts a ee n th g ey Florida's + to om eb�t99 from Every day we wank to knpr ,e the way we do business in order to serve you ice. For Information about our se vioas, *Sae tog onto www.toyfiondailoonee There you aaA find more information about our divietone and the regulation that subscribe to deparunent newsletters and le9m more about the papattntents Our mission at the Department le: License Efficiently, Regulate Fairly. We constantly give to serve you better so that you can serve your austomera. Thank you for doing business in Florida, and cangraiulaUons on your new limit Au 391250 The PLUMBING CONTRA Y t; ... ; . Named below rra! ry Under the provisions drtha Expiration date: AUG 31, 30 CHARLIE ST , GOVERNOR DETACH HERE FLORIDABIRGLARYSECUR R BSME AIR MOVING & ENGINEERING SYSTEM CORP 7VENUE SE FL 3$17 LES STATE OF FLORID DRPARP32247T OF SUBINESS AND PROFESSIONAL REGULATION 9TRt7CTTeN XDIPU 4T1I1 LTG8N8T.3TG POADD (850) 497 0 NORTH MONROE STRERT T SSE FL 33399 -0783 ' :: )7A Ci .'i Nti MBER TE OF FLORIDA : . PRO PAGE 02 Rgtl SYSTEM CORP FL 351:17 n t �� ✓:. ,';f " "•R" /'Y l � J .` •,fry A r } li:r • i•�.►.44 ..:tr}i}s ...won Omni f 4 {U Mfn Ot'now* 3932502 P?ttOFESSXO r , rcl4a6 69 • .01.13446. 0s4013:s t CEITIFIRD 8L ' : ►CTOR . AA "arms EffmalOCA.70ixs movisd zu exeSCXFIla under the '91ovisuwas fig ce.489 n Alla. 31 • 2614 L480B13619 ti '_ SeQ#L08091301 $g • • I Ly, �tR A • D'L GENERAL X TYP dF INSUaANcP LIABILITY W COMMERCIAL LL BLITY POLICY NUM 01L- 000341601 bATE {M 11/03/09 DAT�E EXN ION • _ 11/03/10 LIMS IT EACH OCCURRENCE $ 1,000,000 5 100,000 PR I EM I S SS (E ` a " ,�) GLAIMSMADE fl OCCUR NEDIDfP (Arty aaper>0n) $ 5,000 $ 1,000.000 5 1 .000,000 PERSONAL &ADVmum GENERAL AGGREGATE ^ �GEN'L AGGREGATE LIMIT APPLIES PER I POLICY I LOC f IEC I PRODUCTS • COMPIOP AGO S 1,000,000 • • AUTOMOBILE ■ . ■ MI LIABILITY ANYAUTO AIL OWNED AUTOS SCHEDULED ALTOS HIRED AUTOS NON.OWNEOAUTO$ t � accident) INGLE LIMIT BODILY INJURY (Per person) BODILYINJURY (PereeeMent) PROPERTY DAMAGE (Poreaident) $ GARAGE ■ LIABILITY ANYAUTO _ AUTO ONLY. EA ACCIDENT $ OTHER THAN EAACC $ AUTOONLY: AGG S • EXCESSAJMBRELLA II LIABILITY OCCUR ■ CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE 5 AGGREGATE $� 5 5 $ • WORKP_RS COMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIExECUTIYti OFFICERIMFAB7i FxCWUDED7 yas BPE6 PROVISIONS WO/ I WC STATLF 7 i TORYLIMTS I ER LL EACH ACCIDENT 5 E.L. DISEASE - EA EMPLOYE 5 E.L. DISEASE - POLICY LIMO* 5 !JE§CRIPT OTHER IAM nC fiGIRIVATIMIZ n nre r.nue n mu,n. ■ . ,•••■ °- - Apr. 26. 2010— 3:49PM N o. 1492 —P. 1 ACQRDI. CERTIFICATE OF LIABILITY INSURANCE II PRODUCER Jimenez & Co. 1 8000 Coral Way Miami, FL. 33155 ' 305 264 9900 'INSURED COVERAGES CERTIFICATE HOLDER AA MASTERS MECHANICAL AIR MOVING & ENGINEERING SYSTEMS CORP 3970 12 AVE SE NAPLES, FL 34117 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 FAX: 305 -756 -6972 ACORD 25 (2001/08) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER k NATIONAL GROUP INSURER B: INSURER C: INSURER D: INSURER E: UU PROVISION ULD TE T OTICE MPOS ON D REP E ENTATIV$ DATE IMMlDD/YYn') NAIC# THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDCIIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLA ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION •ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN FICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL ON OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ®ACORD CORPORATION 1988 2 • ,_,. H. STATE OF FLORIDA PERMIT NO r 1 7 ; t .1 '‘.. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGETREATMENT AND - DISPOSAL -SYSTEM FEE PAID' CONSTRUCTION INSPECTION AND 7INAli APPROVAL. RECEIPT # APPLICANT:- 4.° Ci AGENT:_"(2 PROPERTY ADDRESS: LOT: BLOCK: PROPERTY ID CHECKED IX] ITEMS ARE NOT IN OMPLIANCE :WITH STATUTE OR RULE AND MUST BE CORRECTED: TANK INSTALLATION [01] . TANK SIZE.[1] [2] [02] TANK MATERIAL [03] OUTLET DEVICE [04] MULTI-CHAMBERED [Y / N [05] OUTLET FILTER [06] LEGEND [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] [11] DISTRIBUTION BO [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] FILL / EXCAVATION MA ERIAL [22] [23] [24] [25] [26] CONSTRUCT' APPROVE NUMBER OF DRAI !LINES DRAINLINE SEPA TION DRAINLINE SLOP= DEPTH OF COV ELEVATION [ABO BM SYSTEM LOCATIo.N DOSING PUMPS AGGREGATE S AGGREGATE E ESSIVE FINES AGGREGATE DEPTH FILL AMOUNT FILL TEXTUR EXCAVATION bEPTH AREA REPLA ED REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: FINAL SYSTE [APPROVE sAopRovEr • CHD DATE 4 : 7 DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number 5744-002-4016-4 3_ SOW' _HEADER *. . STACKS ] [27] SURFACE WATER [ ] [28] DITCHES [ ] 129] PRIVATE WELLS I I [ 1 [31] 1 ] [32] I I [ [34] [35] • • • . ' PUBLIC WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATI/M PROPERTY LINES 1 OTHER - ' 1 FT FT Fr FT FT FT FT Fr FT FILLED/ MOUND SYSTEM [36] DRAINFIELD covEli [37] SHOULDERS [38] SLOPES i f [39] STABILIZATION ADDITIONAL INFORMATION [41] [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR [48] OTHER ABANDONMENT UNOBSTRUCTED AREA STORMWATER RUNOFF j -(49] TANK PUMPE /4 ` 4-1-J. ] [50] TANK CRUSHED & FILLED 14 : / / Ce.e. 1 4 ) ISAPPROVED]: - CHD DATE • . • Page 2 of 3 PT 1: Applicant PT 2: Installeripontractor PT 3: Building Department Raided e PT 4: Health Department - - Miami Shores Village is Buildin g Department artment BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Job Address (where the work is being done) 500 NIE 101 SA Is Building Historically Designated YES NO 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P1 Master Permit No. Tin by rz I Owner's Name (Fee Simple Titleholder) Q 11 Pau.kler yC drill " Phone Owner' : ddress 5 . • u ,� _ l,l ► Zip . Tenant/Lessee Name E -MAIL: State Phone # City Miami Shores Village County Miami -Dade Zip 33138. FOLIO / PARCEL # 11 32o6- t 7 - l o 35177 OCT 0 r 2009 BY )% Contractor's Company Namelle tew M1 am( SlloreS ?lung bIrtq Phone # J 751 -Z44 C Contractor's Address -10 0 r(Oj t � � ,J City M lck rn\ State F , Zip 33 1 E5 S Qualifier Name 'b_e nn is N1 La v tit I C Phone # State Certificate or R No. t C O t 2O 5 Certificate of Competency No. E -MAIL: YY1S r unrl)1(1 c o 1 -con) • Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �{ /Q = Square / Linear Footage Of Work: Type of Work: Addition DAlteration ['New ❑ Repair/Replace TTT ❑Demolition Describe Work: OUTNA:\OVaCi W U Y1� C *i nS • **************** Y.*********** ******** * **F *** ****** **.* www*******wwww. Submittal Fee $ Permit Fee $ 24 43 CCF $ 9"C CO /CC mm� Notary $ ` .' Training /Education Fee $ 1.(oO Technology Fee $ 1 7. Scanning $ 3 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ en .4 See Reverse side • Inspection Number: INSP - 148298 Scheduled Inspection Date: July 16, 2010 Inspector: Hernandez, Rafael Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Project: <NONE> Miami Shores, FL 33138- Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments July 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number Permit Number: PL -10 -09 -1632 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060171070 Phone: (305)751 -2446 PL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 9 of 11 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 Zi 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 fir inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspecti l no be app . ved a d a reinspection fee will be charged Signatu The for day of (Revised 02/08/06) NOTAR . PUBLIC: Owner or Agent n : inst ent was a¢(�nowl , 20 0 by Sign: Print: My Commission Expires: APPLICATION APPRO ged before me this0 rn rsonally known to me or who has produced s identification and who did take an oath. NOTARY P 0 .5,0'∎ZOn 4 c �' •,, ' a4 4 14 " 1.';;g *P*s°' 4 Contractor The foregoing instrument was acknowledged before me thisZ l day of SElet�h4. 20 Off; by de40 l r/ C�j1jl�/Jj►/ who is per sonally known t me or who has produced as identification and who did take an nath HENRY W. FERREYRA •': MY COMMISSION # DD861848 EXPIRES February 17, 2013 FlorldallotaryServke.com Signature <� Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning * BUILDING PERMIT APPLICATION FBC 2004 f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Cf l s *6■q 1 pv4 t hyq Phone # '3 o5- O ci -hots? Owner's Address 500 NE 1 O Z 54 cit M torn I Shores state FI Zip 33! $' Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) 500 NE. 102 S City Miami Shores Village County Miami - Dade Zip 7 2 3 ! 3 B FOLIO /PARCEL# !1 320G - 0 11-10/0 Is Building Historically Designated YES NO Contractor's Company Name 1 \t. Irku) M(am 1 S‘ Q I ov..13 nq Phone # Contractor's Address Gt� W (44 J city F'1 ∎ am state Tr 1 zip - 3316 S. Qualifier Name tenth, M °la A\ i n Phone# 3/751244 Value of Work For this Permit $ Type of Work: []Addition DAlteration [New Describe W o r k : V AOCG4e 9 1 ° a� \vro Om O. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ (1 Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department Permit No. �. : Oct - - 1 (�3Z Master Permit No. 1 Phone # k �a rt Total Fee Now Due $ r NWWN 3 %a 1) 30s-95i 2 446 State Certificate or Registration No. C F C 1 q 30 C Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) `^ Phone # c Square / Linear Footage Of Work: CCF $ CO /CC Technology Fee $ DPBR $ Zoning $ Double Fee $ % C See Reverse side -+ ❑ Demolition 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 pro rty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the t •nspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspecti wi mot be ap i roved and a reinspection fee will be charged Sign: Print•. Signatur Owner or Agent The foregoing instrument was acknowledged before me this cS day of . 5 � , 2010, by C_YLI ST 1 h — LL'Z , whvjis personally..kn or who has produced As identification and who did take an oath. NOTARY PUBLIC: `°°ove its rirolo NOT Y PUBLIC: My Commission Expires: '_V o� 1° � My Commission . G OO : << ', /,„ S TAT E ` ° ° °. ° ° n►nnrn�o i e APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me {, is day of 20 I b by ed 3 tn , V' who is personally known me or who has produced as identification and who did take an oath. Si Print: ',f CARMEN A. RIVERA 0 1 MY COMMISSION # DD753565 aY EXPIIRNE�StM,aarrch�r16, 2012 Plans Examiner Engineer Zoning Scheduled Inspection Date: December 30, 2009 Inspector: Bruhn, Norman Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Building Department Comments December 29, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. For Inspections please call: (305)762 -4949 Phone Number (2coci Inspection Number: INSP- 118726 Permit Number: DEMO -7 -09 -1123 Permit Type: Demolition Inspection Type: Final Work Classification: Building Parcel Number 1132060171070 Phone: 3051525 -5707 Passed, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 4 of 20 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Buildin Roofmg �14 J�AU AI �R.Ig�'1LJ�l bw illl k n e # (' TM 1 Owner's Name (Fee Simple Titleholder) Owner's Address i1.E• 10at c Sitat cit St ittS -1 h State fuN. Tenant/Lessee Name State Certificate or Registration No. e tom.. d1I ( O Architect/Engineer's Name (if applicable) Kt €1E C *? • coo Value of Work For this Permit $ Type of Work: ['Addition ['Alteration ,,�. DNew Q Describe Work: t �••) . 4S k. /LA* �� .m Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Offro av eR M 11)3 aster Permit No. Permit Fee $ J Zip 33 K Phone # 01 Job Address (where the work is being done) 3 4 • 1 ()MCI - City Miami Shores Village County Miami -Dade . Zip 38 313 FOLIO / PARCEL # 1i,,'• O W - 017 ' 1 el 0 Is Building Historically Designated YES NO__ Contractor's Company Name ``11 €N i A n Ca∎ • • — C Phone # Contractor's Address t %�S N E. 141 Si IC"� City NOr Y11WI State Zip 3 316 1 1 _ r� Qualifier Name L -aM�u l Phone #(3t -015? -5 "10 1 Certificate of Competency No Phone # 5 t 5 ~ 6 155 - t I 4' inear Footage Of Work: e \�I Demolition r. C �1zil a 1 d,-/ / is (lee A.r o %.. Y ii/�.dr ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F s ************* * * * * * * * *** ******** ***** * *** * *** O G Submittal Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ PBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ CCF $ •e0. Structural Review. $ Total Fee Now Due $ See Reverse side -) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) rV\Q O Q 1V lortgageeLender 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 FI.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S ANF'IJAVIT: 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. I. uwawlk Signatur Owner or Agent //�� Contractor The for; _oi g instrument was a owl ed me (his 1# The foregoing instrument was acknowledged before me this day of ,20 a , by J' 1 win hi, `a day of , 20 _, by i who is rsona y l w to m e or who has produced` ,► 1 who is personally known to me or who has produced t - ' I , . s identification and who did take an oath: as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 07 /10/07) 7-- /Q` °7 G'a Sign: � � i; ' s� Sign: Print: 4e::..,-4 Co0 AO 03' Print: A 1 @. My Commission Expires: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 126335 Scheduled Inspection Date: July 13, 2010 Inspector: Devaney, Michael Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MOODY ELECTRIC INC Building Department Comments July 12, 2010 For Inspections please call: (305)762 -4949 Permit Number: EL -10 -09 -1634 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Ct iaimmummo Phone Number Parcel Number 1132060171070 Phone: (305)758 -2000 200 AMP SERVICE REPAIR A/C HOOK UP, WASHER, DRYER CIRCUITS, 6 SMOKE DETECTORS, 11 GFCI OUTLETS IN KITCHEN & BATHS, STOVE OUTLET AND SWITCHING IN MASTER BEDROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PL /Y - 7-&" /C) Page 2 of 17 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) tJl) h n goner l ,f, &r Owner's Address 560 /J J, 167 6 City 1111A l I S State FL- Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1Y) Contractor's Address tpa Iu GQd q City Value of Work For this Permit $ Notary $ 5 -DO Scanning $ �• oC ❑Addition Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ❑Alteration County Miami -Dade Et - trio. Inc State F[, Training/Education Fee $ 'j DPBR $ Permit No. 11 (PH (1931' Master Permit No.Ci09 — 1 . 354) Phone # Zip 3?13W Phone # IOR • Zip Square / Linear Footage Of Work: Flood Zone Phone # 30g-75F-000o Zip /6 OCT 0 5 2000 Pi BY: ®m ®.®®_e Architect/Engineer's Name (if applicable) k/ A' Phone # Type of Work: ❑New El Repair/Replace ❑ Demolition Qualifier Name ,70hn 3 /774 , , Phone # State Certificate or Registration No. gC9 ®b #'- 1 / 9 y Certificate of Competency No. Contact Phone 30 5-- - am 0 E -mail De cribe Work: air r P1 e- hook Washer/flap el 6eybke, dam 1/ GFCI 0 le--fs in &khan batty, . slot .cx/t" Oufleks 'in Master bedroom * * * * * * * ** ** * * * ** * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ 5.40 eetee-$ Technology Fee $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 5J (Q See Reverse side =--> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City : tate 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 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 t inspection w ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect ill n t be app ved nd a re- inspection fee will be charged. Signa The foregoing instrument was ac day of Ctirk6 CR, by who is personally known � t 1 0 me or who has produced vG C -1 er / f t . l ' 2Ql identification and who did take an oath. NOTARII UBLIC: Sign: Print: My Commission Expires: ** FAY **k4ede dc** * *9e9eie****k **** 9r* ****** ** *** * kkzk ***** *9r9r********** k9 nY** **** ** :Yde:Y *4e de3r*iz*:Y******* APPROVED Owner or Agent (Revised 07 /10 /07)(Revised 06/10/2009) O >> o ‘Ncogl. cSf ;x ged before1me 1O bhry Plans Examiner Engineer Contractor The foregoing instrument was acknowledged before me thisI 3 day of 7E,T , 2001, by \ ) A 1 who is personally known to me or who has produc as identification and who did t NOTARY PUBLIC: Sign: i 1 Print: My Commission Expires: Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) i® /1J % ( Phone # °no -9 Owner's Address 500 A.) E A 2. S 7 2 Cit A r& I State FL- J Zip 13 8 Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) 5.. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name / / O c7 �G //UL_ Phone # 310 %7cg ' WOO Contractor's Address c /0 a . /`7® 5 City / Y' 1 - / State FL— Zip 3 3/CO Qualifier Name J O J �O) f Phone # State Certificate or Registration No. EC o � II4 9 Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit 4 (J 0 Square / Linear Footage Of Work: Type of Work:. ❑Addition Describe Work: ❑A Iteration do 1 r�.. d1 Submittal Fee $ . Notary $ Training /Education Fee.$ Scanning $ Bond $ Miami Shores Village JUN 1 g 8 Building !Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ,,,.. ....... Tel: (305) 795.2204 Fax: (305) 756.8972 ❑New pair /Replace ❑ Demolition Permit Fee $ +� Permit NP. ; 4 1- to' o' ` logy Master Permit No. I Phone # Phone # CCF$ CO /CC Technology Fee $ Zoning $ Radon $ DPBR $ Code Enforcement $ Structural Review. $ Total Fee Now Due $16' See Reverse side -> Double Fee $ ^ ^ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Sign: Print: (Revised 02/08/06) Owner or Agent The foregoing instrument was acknowledged before me this day of - , 20 )C3 , by C a_ts-n o- who i NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: e or who has produced As identification and who did take an oath. w` eta lliutiii ® 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 fir t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio i t n be a pro ed and a reinspection fee will be charged Signatur:� Sign Sign: Print: My Commission Ex : xxxxx xx ,4xxr.xxxx,Y,Ya:,Y,e*xdcxx ***8 0.xot,Yxxxrxxxx*** xx****x,txxaYxx,k,:xxxxxxx / ' 1 1111111111 0 \ Contrac"or The fore oin instrument was acknowledged before this l i day of ,20f , by i /2!? / who is person Ay known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer Zoning e i MY COMMISSION # D0 979267 m r `. EXPIRES: May 11, 2014 *Bart*Fthantleteryliablie Wanders* 08/05/2009 02:36 MIAM COUNTY BUILDING CODE COMPLIANCE MICE (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH_ Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE; MIAMI•DADE COUNTY, FLORIDA METRO -DADE PLAGUE BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372-6330 www de.sov/buftdLugcode III U..II.i�� IO�w� 11-wirin7nEF lia SEC 1 1 2009 1 BY: This NOA is being issued under the applicable rules and regulations governing the use of consiructiou materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the .Board of Rides and Appeals (BORZA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an MiauWi Dade County) and/or the AM (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality once purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expanse of such testing and the AIWJ may immediately revoke, modify, or suspend the use of such product or material within their junzsdiction.. BORA reserves the right to revoke this acceptance, if it is determined by Miami. -Dade County Product Control Division that this product or material fads to meet the dents of the applicable building code. This product is approved as described herein, and has been desigund to comply with the Florida Building Code, including the High Velocity Hurricane zone. DESCRIPTION: Oatswing Aluminum Casement 'Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (.[...M.L) sheets l through 6 of 6, dated 05/28/03 with revision 13 06/20/07, moored by A1- Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. Missni IMPACT RATING: Large end Small Missile Impact Resistant LABELING: Each unit shall lunar a permanent label with the mautlfaotuiefir's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in. the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of ay product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be clause for termination and removal of NM. ADVERTISEMRNTt The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration, date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence papa E- E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. AUG 04,2009 16:12 GOPI GLASS SALE NO.608 P01 13(p Page 1 08005`2009 02:36 Flo jy! aw S a . A. DRAWINGS 1. Manufacturer's die drawing and sections. 2. Drawing No W03-36, Sheets 1 through 6 of 6, titled `"Alum. Outswing Casement Window {LM.I.) ", dated 05/28!03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Rumayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of an altunimmi casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted carder previous NOf! #03-061204) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI 02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #034612.04) 3. Test reports on: 1) Air Infiltration Teat, per PBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an ahunintum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI.02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Subedited wider previous NOA #03-061 2.04) 4. Test reports on :1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted rudder previous NOA #03- 0612.04) 5. Test reports on 1) Air Infiltration Test, per FBC. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared, by Hurricane Engineering & Testing, Inc. Test Report No. HETI 024235 dated 7/3/02, signed and sealed b Rafael Droz, P.S. (Submitted under previous NOA #03.061204) AUG 04,2009 16:13 GOPI GLASS SALE NO TICE OF ACcE11rrANCE• EVI DENCE S E - 1 Manuel P Product Control 71, water NOA No. 08.0604.01 Etplradou Dote: September 18, 2013 Approve) Date: October 02, 2008 NO.608 D02 Page 2 ,i 8/05/2009 02:36 -.. .d Flora dQ Svsteais, Corn. N�►TYCE OF ACCEPTANCE: EVTD CE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Ai -Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03491642 issued to Nebula class international, Inc. for their "Glassiam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Sailer IUG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and seated by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03-0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. AUG 04,2009 16:13 GOPI GLASS SALE E -2 Mau .: Per Product Coalral Esn NQA No. 08- 11604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 NO.608 D03 Page 3 'b SILCOnt OM Comm 995 M 4DM 13 1/2' W1L HMAi1 1/B" AWL MASS Aar ooraurass 83.415100 911311'-P1La VW affil' Mu r COIASSLA11 SR1tr -PWS 1 r1/41' ANN. CLAM MOM rmilr MOMS OM CLASS T1AE 4111' 10 15/11• oa. oft"_" " 3 $13 SWIM Jr Alas 1'f?lj' wnw, MINIM ormorst 1 TRoforA2E s-5i1D 1/Tr IDN. WAS .040' SDERYTED 51 :� 1f6' A1IL atf55 G)ASG TYPE 91?' GLAZING OPTION SUOME TRIMOD IMPAIR= 13-503 AT PAM Set Of 518641!$ APPLED 111'd 13 1/t DA 460/901 • Vacate DON 2*2 Im1A WNT WOW Gi+{CC NW 131' 30 15/18' AL 020. SA a/5' 1 Am* VA 16A3 MENU MASS Aar mama NEW -P% 01V Off F1U1 .05E IWTET4A1%R I WWII BAR I! -L1SIs 1/10 0241 SEEM 011418 001102 CORM 1115 OE moo 2' Ma. 1 1 1 PAM Fell tom mew �MR . OE.SMON LOAD TWT1 S FOR THESE %Man TO M AS PM 0K42TS stONIN ON SNMT 2. ARAERIAL AVLIES TO MOLE INERT 0R 0(M NWT %swaiDONs 1 H AND XX CoNarmassia2NE. A1.50 C061®RL6TION5 OF CASK/mar OR CRSIA1 AIM MAR Al1NDO2 TYRES N1 NOME OT 1NS5 DR Nom YBH404*5 USW M $MI -0P3W COUNTY *nom 1U I.UO25 4 &ETWEEN. LOS4R DEMON ARES ar FT3031 2240025 OR Y122A0N MAMA WILL APPLY To WERE O STEN. THIS AR0a0%J0* HAS OEM EOM= ma OWED TO wow 111M TM REIMAREMiS OF INS MAMA a2t024G MOE 1644 EiNflON 10011101.4; +Ea+ 19L0U1v HORTQCk E D. IMOD WOES ID mem sow 118E maim) PAOPEAN.v w TRANEDD LIMOS TO Om MOM. 0023 94W. OE A4 1391. Avow AS S ON 021AL9 MOWS maROMAT TO mat Rama 11. SIWE OE sem} ATMs. MOM OR MO= � C MEN 111 "OEM BS! 02121LS ARE Itai Pia of nos A WAD SWUM MOUSE >lA AILO I DE SOWS 6 USED K DOM OF MINORS INV ATO9D Max MAEWNS 122110810 Oat NTT ME11D 10 5L 6206. 1T41T ZOE 222 011 Nis CONTACT 31 AMMO NRt♦l9 uo I&UT DE R 1ig1y7S OF 204 MOO WAG. 000E MINN N 1+80333,4. !•R 0 waroom 'S ASlE770. /A 92 #1 ritODULTOSTAIM e Ateetime• i 'x61 1 • - r6'"_S lJ1 • *awing no. WO3 -36 g 1 1 i d sheet 1441 B i' 1 1 MEM 20.01 eeva+eITI - Mr aD11 .( 1) s; i m3D1. CUSS n'yw 61 tr at' ewe Burn 'BI' IMI +mrxt+ 1 Am [ I urt. t� is 26 . s r sr TM wit am Ian Ms 730+ 000 rsaA s5 7542 as M-vr ss- /2 se-sir sr 0) 53k MA BID at* as Wig eao ieo 39a 740 Sat 10 -1)11 1 ss 57' IV 95.0 SSD AM sal SA 7718 ODD SOD SSA 73D 811J 10 -11$ P8 - 1/2' Ar Sr 40 118 b9 75a 1 Mb 440 81.0 77,0 BM • - 730 MO 18 -W 74-1/4 a 213 nil 1112 �!D Ts -yr to) - ass it . ¢'" (7} 88' 50.0 936 ao 1 MS SSA SD 119 SD.O SSD 888 88 sae NO SO 7311 BID 1? S . sI" (0) 85.0 SD 75D MD 80.0 2S5 785 SA SD 885 7818 00.0 5300 340 75D MD 10' P4' 44 ° Se (4) 3E AAA 1 3018 7318 000 3018 1 556 7b* Aka SD 1 83D 70.5 MO S3D [ 80.0 7318 010 +r 20 34" 0) SC 05A 1 560 254 ODD 11.2 832 73D 900 118 1'4 73* 85118 - 70.5 ODA 16' j 2+P 380 329 2518 Sao 2118 VI 7518 9 Q - - ED 040 M1. OF MOMS PTA Ama • . . - NOTE: GLASS CAPACITIES ON 'MIS SHEET ARE BASED ON ASTM £1300 -02 (3 SEC. GUSTS) AND FLORIDA Bung COMMISSION DEMANATt8Rr STATEMENT DCA 5 -DEC -219 cn m !wow et s AND MEW STRUCTURE ear ex fl.OREM W. sfS. MUST SWIM WADS IMPOSED BY 81AZING SYSTEM L ANG 1ANSFER Thal TO THE WILDING STRUCTURE. TYPICAL ANCHORS; at amtr, MR SRMNic �4' TAf+DOtS R OO 2110 WOOD 9UCK_R OR M1OO* STRUGTUR S 1 -1/2' MIN. Pt1NE%RAnce IWt* WOOD TTiRU TRY RUCKS INFO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MP.SONRY JhS' TERS OR WV AAII JTNG 6CIM INTO METAL STRUCTURES STFFIF .: 12 Oa MIN. try .141 NM M1*t) ALU1OK% : 1 /e SM. T. (6683.13 441N ) MEET. RT CONTACT MTTN MAGNA TO OE RAVED OR PAINTED) ro '0 m Mat MOO e/ eo fsa S5 SOS swan wt flb Mr SS an TRUK MOOD e/ NZ#exAMsv &4 i—vr K 1 -1t1* x lir els lc op" AN Sus AmiAm TY ‘6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terri Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -24-02 last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01- 0724.10 and consists of this page 1 and evidence pages E as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 07-0109.08 Expiration Date: Apr1111, 2012 Approval Date: Apr1112, 2007 Page 1 It Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 0724.10) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01/24/01 and last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, F.E. B. TESTS (transferred from file # 01-0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No.1 (FTL- 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying w/ FBC 2004 prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03 -0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09 /09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/15/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 01- 0724.10 expired on April 11, 2007. 15cota. E -1 I. Chamla, P.E. Product Control Examiner NOA No 07 -0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 8' MAX. HEAD/SILL CORNERS SURFACE APPUED FALSE MUNN6 MAY BE USED • ELL OPG. 34 11/16' LEAF WIDTH 12' MAX TYP AT HEAD /SILL \' 24 3/4' 7 71 3/4' DOOR WIDTH ERIWS -100 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WRH OR WITHOUT SIDWTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING IBMN VELOCITY HURRICANE ZONE (HVHZ). W00D BUCXS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO AL SCI�RIS, THAT SOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS. MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 20039.4. / 144° ME WBTH 3 ANCHORS RED. AT MID. STILE LOCATION 32 1/4' D.L OPG. TYPICAL ELEVATION ( XX00 ) TESTED UNIT 32 1/4' 0.L OPG. 2 1/2 - 14 2 1/2' DOORS /SIOEUTES ARE RATED FOR LARGE MIS IMPACT. SHUTTERS ARE NOT REQUIRED. GLAZING OPTIONS 3/18' ANN. GLASS .010' URETHANE ADHESIVE .070 INTERLAYER 'SAF —OLAS' POLYOARBONATE BY 'SECUROY IMPACT GLASS' .015' URETHANE ADHESIVE 3/18' ANN. GLASS Engr: Bl. HUNAYOUN PROM STRUCTURES r PE #i6a8T MAR 2 1 Zoo? 3/16' HEAT STREN'D MASS A80' w1ERLAYER SAFETY PLUS POLYESTER BY 'MAS TAM' 010' PET RUA ,,ppB8p SAFETY PLRL ER 3/16' HEAT STREWD GLASS GLASS TYPE 'C' raeauciammo z alltrow Aserammisa P ! 1:91 1 STATIONARY PANEL (0) OR DOORS WITH M30789 DESIGN LOAD CAPACITY - PSF worn (8) FRAME mow MASS TYPE 'A' GLASS TYPE '8' & 'C' MMES FT ✓M. E1R. (+) 00'. (-) EM. (+) INT. ( -) 2/6 89-3/0 82.0 81.0 82.0 81.0 620 81.0 82.0 78.3 82.0 81.0 x 7/0 820 69.8 82.0 81.0 82.0 88.8 820 81.0 82.0 83.1 82.0 81.0 ��x�� 820 81.0 82.0 81.0 820 78.3 82.0 79.2 8/0 82.0 89.8 62.0 78.3 82.0 88.8 82.0 77.6 62.0 63.1 62.0 76.5 / / / / i \ \ \ \ F .1\ \ • • / \ \ i \ / / / / �.;�.: \ • / \ \ .i / / / 18- 18/18' 3/0 (9) 37 -1/2' 00( +) 1147( -) DOORS WITHOUT SIDELYI'ffi DESIGN LOAD CAPACITY - PSF NOMINAL 0118. GLASS TYPES 'A'. 'S' OR 'C F'Atrt�L/ ODOR IMF 28- 11/18' 18- 18/18' 3/0 (9) 37 -1/2' 00( +) 1147( -) 2/6 89-3/0 62.0 81.0 3/0 6/8 620 81.0 2/6 820 81.0 3/0 8/0 62.D 81.0 NOMMM. ROM FRAME 8ID111 LEAF MTh DAYUIE OPO. 2/6 ( 31 -1/2' 28- 11/18' 18- 18/18' 3/0 (9) 37 -1/2' 34- 11/18' 24- 18/18' 8/0 (70) 89-3/0 28- 11/18' 18-15/18 8/0 001) 71 -3/4' 34- 11/18' 24- 18/16' NOMAI. HEIGHT FRAME HERRIT LEAF 50081 0A1111E 0+0. 6/8 78 -7/8' 77 -3/8' 87 -8/9' 8/0 98 -7/8' 93 -3/6' 83 -8/8 CHART A (20R X & )0( 000915) HEIGHTS: WIDTHS: ( X ) FRAME WON NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO3- DEC -219 CHART 8 0X Xo ( W1 WIDTH (W) a W1 + W2 (FOR ODORS WRH emEMES) 2 W2 ( W1 W2 / f % \ / / / / (X00) (00X ) 192 W1 W2 _ W1 (XXOX) 31 112 ( 0 ) TYPICAL ANCHORS SEE ELEV. FOR SPACAIG. a • 'IBY N:x • NON METAWC GROUT 3 K5 MN. OPERABLE NITS FM SMS . E1 V. FF0 ACID NON METALLIC GROUT 3 KSI HON. STATIONARY 'UNITS TYPICAL ANCHORS SEE EI.EV. FOR SPACING #8X 'FHSAS AT 8' O.C. FR SMS c. a TYP1t11. ANCHORS SEE ELEV. FOR SPACING WPIGY. ANCHORS SEE ELEV. FOR SPACING � el�'ryf(gl TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL AID SEE ELEV. FOR SRC= WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4• TAPCONS BY 'Fl CO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY i1.4.-M-raME-MILIAILSCRIEWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8• THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF MD 1 m SCREW2 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') (NO SHIM SPACE) ANCHOR EDGE OISTANCTM INTO CONCRETE ANO MASONRY - 2 -1/2° MIN. INTO W000 STRUCTURE m 1 MIN. INTO METAL STRUCTURE m 5/8' UIN. FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. End OILS PROM FLA. PE I 112467 CAW. MN MAR 2 1 2012 drawing W01 -20 sheet 30 8 ) P" b � .203 ____I - .285 rrsu # rent B REGD. DI Tt0N 9IATAUB*L 1LANF. /8UPPU® Weans V � � 4.000 TYP, , SW -28889 0/0009 FRAME NEAD,JRYB 8083 -18 - A � - , I` � �; _ 2 8 -28900 2 /LEAF DOOR TOP/80110I RAIL 8061 -T8 - Z d .272 GLAZING VINYL fscuE /:1) 3 -26904 AS WEATHERSTRIP AIW TER 6083 -T8 - 4 SW -28899 1/0008 THLD RESHO 8083 -T8 - .. s sit -28088 t /LEIS HDtt nu - 7 56 -28901 1 /LEAF IACR SIRE TB - FRAME HEAD /JAMB .526 --I. 8 5W -2897 AS RECD. SIDEUX JAMB 8083 -T8 - g. h °1 II a ; ��++ L1L i la d 1 9 SW -28903 1 /5ORNffR mow SWEATER 8083 -T8 - to SW-29244 3/LEAE Ham 0009 noH GM-TO - ■ •7 .062 WEATHERSTRIP L594 7YP. .363 ADAPTER 11 SP -29245 3/LEAF HINGE FRAME PORTION 6083 -T8 - i ) .334'r 1.� GLASS STOP 12 - 2 /LEAF 3/8` 9 18 X 32 LONG THREADED ROD STEEL. 13 - 2 /LEAF 3/8" X 18 NUT 14 - 1/104($ 8/18` X Cr ROD STEEL P 1b - 8/LEAF 1/4" SETTING G BLOCK NYLON L464 1.814 .499 (DOOR) to - AS REOD. GLAZING VINYL VINYL 17 PG -101 AS RECD. BULB 56ATt97tSI V9i17. - 1.750 TIP. 18 19 p8 -6400 =CONE PLUS AS REI. - PILE WEA SILICONE - SCH1EGEL DOW CORNING . 466 GLAZING ADAPTER Ate 20 15025 AS RECD. PLUSH BOLTS DELTA .078 II i 21 3/48111 - LOCKSET n >�8 7Ri /4 PHSMS AS RfQD. As 50 MEASLY SCREWS AG N.1. FRME 4004TS L985-- Lg73� 23 DOR -018 AS RECD. EXAM AI ?1ER (0008) 8083 -18 - 24 DOR - 017 AS MD. OLAZ G ADAPTER (SIOEOTE) 8083 -T6 - 26 OOR -019 AS RECD. CLASS STOP 6093 -18 - . . .375 LIMO I LOCKS: 1.823 (SIDELRE) GLAZING ADAPTER TOP /BOTTOM RAIL STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45 FROM 8017014 CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTNE LEAF LOCK STILE, 38 FROM BOTTOM am .062 TYa. L37S E90 .844 1.547 ASSEMBLY STIFFENER 2�2b MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE 1LUffi7 BOLTS AT TOP & 80770 OF ALR AND DI LEAFS 10 ENGAGED DURING PERIODS 1 HURRICANE WARN043 RN9Ki) HINGES; 4009 THRESHOLD .605 2.093 � ' 0e t696 TYP. � r 1. EXTRUDED ALUMINUM BUTT HINGE 1/8 THICK AND 7 -1/2 LONG WITH 5/16 PLATED STEEL ROD EACH LEAF JAMB SALE ONE EACH AT 10 FROM TOP & BOTTOM vanecnnamiss AND ONE AT MIDSPAN w�989 / �1�Ri� g �+ IL IF o o ° I 718 .6ES T---- - SIDE UTE L37L GLAZING BEAD - T � 4.156 SIDE t ITE JAMB 21•1 (c„ / 11145104 .078 TYP. .078 TY*. g g 8 L^, .p II • • - - ` 1.730 3.119 HINGE STILE poll I DR. 171JIIA1f6tXd 000 FARM i 810-24 X 1/2 FH SaE 3 PIECE HINGE droving no. WO1 - r MAR lg20131 4687 LOCK STILE (sheet 5° Q ) P 12/22/2009 13:16 305 477 8992 4 3059406958 NO.514 101 mum G con CONIEJANCE 011911E @CCO} ogO auer COt1T6ot. DIVISION V NOTICE OFACCEFrANCF (NOA) Lida Window Systems, Carp. 101 NW 77T nocc Medley, EL 33166 Same This NOA is being issued leder It applieshte rules and tesNatitma governing ning the use of cOut eetion uuareriels. The documentation submitted has been reviewed by Maud-Dade County Product Control Division end accepted by the Board of Rules and Appeal* (BORA) to be used in Miami Dada County and other mess where allowed by Use Authority Having Jurisdiction (ABU). This NOA shall not be valid after the capitation date stated below. The Miami-Dade County Product Control Division (la Miami Dade Comity) and/or the AB (in area otitet than Miami Dado County) reserve the right to have this product or material tested for quality mournnce purposes. If thia product or !emeriti, fails to perform in the accepted ma tutee, die manufacturer will incur the expense of sigh testing and the AH1 may immediately revoke. modify. or seamed the use of such product or material within their Jurisdiction. BORA reserves the riot to mat this acceptant, if it is determined by Miami -Dada County Product Control Dlvisian that this product or matodtd falls to meet the raquiraments of the applicable building code. This product is approved as deact bed heroin, and has been designed to comply with the Florida Building Code, Including the High velocity Hurricane Zone. DIF3CRIPTION: Series 4000 Alweitwaa Plane Window APPROVAL DOCUMiIINT: Drawing No MOOS, tided "Smits 4000 Impel Picture Window", sheets 1 ftm4b 6 of 6, prepared by Til¢to loc., dated 01/16101. aired and sealed by Wafter A. TiIIft k, P.B., besring the ml•Dede County Product Central Ravieiov sup with the Notice of Atceptaace number And capitation date by i to M emi•Dade County Product Coneoi bivision. MISSILE IMPACT RATING: large and Small Missile hoped Resign* LABELING: Bach wit shall boar a permanent label with the maswfaaurers Ilan or logo, city, state and fagoting stamen ldiarni•Dade County Product Conroe Approved ", males otherwise noted hereon. RENEWAL of this NOA shall be considered suet a'crewel application has been tiled and that has been no change is elm applicable building tick negatively affecting the performance of this product. TERMINATION of this NOA will near after the expiration date or 11 there has boon a teviaion or change in the materials. use, and/or manvfactu re of the product or process. Misuse of dale NOA as en wdoiaement of any prOdirct, for elates, advertising or any other pupates shall aotoinatically terminate this NOA. Failure to qtly whit aany section of oils NOA shall be cause for termination and teerovai of NOA. AD ENTIREMENT: The 1YOA number preceded by the words Miami -Dade County, Florida, and followed by the aphelian date may be displayed in advertising liters ea e. B any portion date NOA is displayed, ten it shall be done in its entirety. INSPECTION: A copy of Oda robe NOA than be provided to the otor by the team: haunt or its distributors and stall be evaibble for inspection at rho job alto to the =Cluck of the Building Official. This NOA ravine os.1107A4 and consists of dhie pegs I and evidence page: 11-1, as well as approval Oxonl = mentioned above. The stbraitted documentation was reviewed by Mohammed Igbnl Sheikh, P ItA J oil /08 MlAM(49ADE QOUN'IY.R4*IRA Mt3TtlO-DADE PI.AO1.L'R BUIL.DiNG 141 Win N AOMI BTAIIN'!, sum 14011 Watt, 94IWDA 3313P 1563 003 375-$01 PAX l3OO 37$49011 zgorMftelleggRatbm NOA No. 0M204.00 RspbaUon Dates FebsvetyAt, 211 Approval Dates April ,, 2* Padc 12/22/2009 13:16 305 477 8992 3 3059406958 yids Matrix AXIOM' Cam. Norm OF ACCl1PTTACE: FY1ENL JSUPMITIEfl A. DRAWINGS 1. Monufactuatee die drawings and sections. 2. Drawing No. 0$-008, titled "Series 4000 hapax None Window ". sheets 1 &trough 6 of 6, prepared by Tilt= Inc.. dated 01116102, signed and sealed by Wake A. Tilliit Jr., P .E. B. TESTS L Teat reports on 1) Air lnfiitra4on Teat. per PBC, TAS 202.94 2) Uniform Static Air Presque Tut. Loading per FBC. TAS 2°22 -94 3) Watet Rasiatanc c Teat. pax Pl3C, TAS 203 -94 4) Large Missile Impact Test per PBC, TAS 201-04 5) Cyclic Wind Proem Loading per PBC, TAS 202-94 along with mtuked -op drawings and installation diagram of aluertinunn picture window, ptepased by Pcnesvation Testing Laboratory. Inc., Teat Repott No. ATISP-01102.01• 05, dated 09/06105, signed and sealed by William A. Mehaer. P.B. (Submitted wider NOA 605.1107) C. CALCULATIONS 1. Anchor calculation and comparative analysis. prepared by Tllteco Inc., dated 08/10103. signed and settled by Waiter A. Tillit Jr., P.E. Complies with AVIV E1300.9$ (Submitted Arndt! NOA 005 -1107) D. QUALITY ASSURANCE L Miami -Dada county Building Code Compliance Office (8CCO). E. MATAL CERTIFICATIONS 1. Notice of Acceptance No. 074116.04 bond to L.T. DuPont DeNemewa for "Sentry Gloss 4I Plus ", dated 01/03108, expiring an 01/14/12. F. STATEMENTS 1, Stilteillefit letter of Code Compliance and no financial intcrcat, dated 091121OS, signed and sealed by Weber A, Tiltit Jr., P.F.. (Submitted under NOA 005.1107) G. OTHER 1. Letts Cantu the consultant, dated 0111106, stating that the product is in compliance with the Florida Building Code (PBC). (Submitted ander NOA 005 -1107) 2. NOA 0 05- 1107.04 Senior SWAIN Cato Cow {r: SperidUt tatroilao emir: Y bOQA1u+03 Oats: Yew 3111 w1t Wont Date: Ap1b 03 *1 NO.514 002 C] — C=SIL=1 — LS`;r III: ! Ei - i XOTh : SERIES 4000 PICTURCIMINDOW FARCE MISSILE IMPACT REDSTART. SHOWN 014 THIS PRODUCT APPROVAL DOCUMENT (P. A O. ) HAS MEN VERIFIED `OR CO IPIWICE lt4 fcCOREW4CE WRM "RTE 2004 EDITION OF TIME FLORIDA BUNLOI O COOS WITH THE 2005, 2000 AND 2007 SUPREMOS. VINDOW MAY SE INSIDER! AT MOH VELOCITY HURRICANE ZONES. 7ESION WADI LOADS SHAD. SE DETERMINED INED AS PER SECTION 1620 OF TIE ABOVE MENTIONED CODE. IN ORDER TiO 1SS1FY THAT ANCHORS ON HIS PAD. AS TESTED, WERE NOT O'VEA41Rs'�SED, A 33MI INCREASE 1N ALLOWABLE STRESS FOR WINO LUIOS WAS tan QED IN THEIR ANALYSIS. l DURATION MICR Co' 180 WAS USED ID VERITY FASTENERS Ei4 11000. 1115 names ADEQUACY FOR iii1PACT AND CYCLIC 14EISTAMCE 4145 BEEN mina 61 AOCDRIMTICE WITI1 S0 TION 1826 OF THE ABOVE MOM CODE AS PER RUMORS TA$ -201, TAS -202, TAS -203, ea ATL LAS REPORT 08022.01 -05 AND AS PER SUAMIRED STTIIJC1URAL AUct LA11O)IS, PERFORMED AS PEI SECTION 1612 or THE *TARIDA BUILDING CODE . F• il ii'l, r � !ILL AUMU4UM EXIRli tSMOPIS SHALL SE AUIISNUM ASSOCIATION 60e9 -T'5 ALLOY ARO TEMPER. WITH Fy' 100 lot MINIMUM. THE 'THICKNESS OF AL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. ILL MEWS USED POR ASSEMBLY CONNECTIONS Ram. TO YETAL) TO 5E =UNLESS STEEL 304 OR 315 AiM SERIES OR • CORROSE0N 1$31STANT :GATED CARBON STEEL AS PTA OIN 50010 WTDI SO kaf VETO STRE44111 AND 110 l i TENSILE STRENGTH. 500D DUCKS se 0D€RS, MUST BE MOTORED PROPERLY TO VAUISFElt LOADS 10 THE IUiIOIJC STRUCTURE. WOOD BUCKS stuff BE SOUTHERN 4NE. G 4.55. MOD BUCKS NOT Of FLORIDA WINDOW SYSTEM CORP., MUST SUSTAIN 1.0*05 IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE *JILOWIC STRUCTURE. • BEE SIPAT 2 FOR MAXIMUM SPACING. E?ABEQMIENT Atm EDGE DISTANCE ARE EEYt ND ANY WALL E NOSH. W TO EXISTING POURED CONCRETE; (Min. T = 3 ki MIN. EDGE DISTANCE o 3'. — 1/4 0 TAPOON ANCHORS 1 1/4' 15)4. EME MENT, � MONUFA TUBED SY ELCO 11EITTRON (OOMPGIIvNr ®j, now r P L W000 SUCK. 3) To E]TLTiTING As.T.M. C -Q0 CONCRETE BLOCK NAIL MIN. EDGE DISTANCE it 3°. - 1/4'0 TAPCON ANCHORS 11 r/ 1 t /4 M24. EMBEDMENT. AS MANUFACTURED ILK ELCO TEXTRON (C0 O ). THRU 1' P.T. W000 BUCK. 2) TO ETt15T1NG Z' P.T. MD BUCK. 48N. EDGE DISTANCE a 1' - 1/4"0 TAP CON /WHOM W/ 1 1/2" MIN. F.MB$DMDIT, AS MANUFACTURED SY (LCD 1£7CTRON (COMPONENT()) II) TO EXISTING AWNIMUM (60&3-T5 ALLOY) 00 STEEL (l 35 led #AN.). MMRd. EDGE DISTANCE = 16/ . - 1/4 1D( SCRIMS, N. 1 1/1 , As MANUFACTURED BY OW/BUTUMI (COMPONENT ) R0IIIDE 1/4" MAX. S IM SPACE (1W). RE AMONG COii1PA1ENIS FOR THIS WiDWS SYSTEM SHALL SE AS INDICATED ON DR1 OF NATURALS. SHEET 5 OF THIS DRAWING. LONDON'S MANUFACiUREA LA41n SHALL BE PLACED ON •A READILY MIME LOC,A11OIV. ONE LABEL. SHALL BE PLACED FOR EMERY UNIT. LABEL SHALL READ AS FOLLOWS; FLORIDA IDA VI6IDOW SWIMS CORP. MEDLEY. ROMDA 4414,0-DADE COUNTY PRODUCT CONTROL APPROVED. (o) TIM P.A.O. PREPARED BY THIS ENGiNN®t IS GENERIC ANTI O0ES ti0T PRCVIDE INTORMA1NON FOR A SITE SPECIFIC PROJECT; i.e. WHERE NE SITE CONDITIONS COME FROM THE PAD. • (h) commeTOR TO DE RESPONS91 FOR THE S].ECIIOIU. PURCHASE AND INST*UATIOK aittaka LEE S*FE1V CF THIS PRODUCT, WEED. ON 1155 fa.AA., PR0Of3ED HE /SOLE 00ES NOT CEMATE E1IQLE THE CONDOS DETAILED ON TM DODUUENT. CONSTRUCTION SPEETY AT SITE IS 1)W CONTRACTOR'% RESPONSIBILITY. (c) THIS PAD. WIU. OE CONSIDERED INVAUD IF ALTER BY *Y MEANS. :d) CROW. PAD. SMALL BEAR 1NIE DATE A1IO ORIGWLN.. sat LAID sow= OF TILE PROFESSIONAL ENGiNiEER Or RIB THAT P E7WIE R. 1 1 iwPrNhir La horse 11 I • OR s O IuA3 QHW FRTi3'9 M RATING ( VOA @ � A � ��ILTERNAL�iE ttOPES1 . AS SWAAN ABObE MO JA MN NE OET viaw W OW Y• ROII lE 11Ni000 st4IIPOE DEE41I DOME t0 : O} dR RLL'TANCLE to s S) AS SNOW IN SOT= LS S' AND WARNS MANAMA M DES= PRISNJRE RAMO (Est) MR POSE litil NNA E SAAPIIS iTIOMI SCHEDULE CH MIXT e. 1 FLORA WHOM CODE (NEieh V TSexiL'CTFAMED Acarratacv =:s Macits3sni Coael Bunions Sone SSTR1t1E V4CNOR TYPE HEAD SILL JA IN 10RI11< MACH 1/416 TAPM 1 eri. EiTRAIC1f>t s o.c. cult t0' o c. 11' a.C. 1/4'ti 111PCQN tE�O�C. SIWA $T g Oe. cuFMA ; to O.C. 10' OTC. AL 1/411 MKS e' ac. r G.G. 9" O.C. Iier. ANCHOR SPACING (Save ee?+adlee) SASE I: RECFAaJGutAR • SCAtE: v2". -O '8'a Moe. ANCHOR SPACING (Se. schedule) CASE J1: ROUND TOP • SCALE: 1/2' -0 L O %WIDOW SHAPES SHOWN ARE AS PER PERFORMED TESTING. SEE NOTE 2 ON SHEET 1 FOR CRIiERU/ TO FOLLOW FOR QUALIFYING ALTERM1E rSHPES. JAN 17 age 010E1 11.1110 1K. L IL COia9. i mese r ,.,_.. . _ rr. o- "9"= firs. ANCHOR SPACING (See schedule) CASE ill: Minim • SCALE 1 /2'.1 ' -0 VAN. DAY LINT OPENING L. schedule on sheet 6 ' for Wow 0 and b values). OLEO (e) Imo -3�9g' Mort b) )1ee ) •0- 3.398 ( me) d-., 3 itampageob Bomb= AMIAtin Oyr FLORIDA OMITTING CDOE (>l Velocity Surrieena Sena) sminaccomm J1cr cwnseabo V FU R1S% WINDOW SYSTEMS CORP. rift WI UMW 1111" 33110 0011: , 1 . awaM es at 1 /Ryas .VC es --aos mow 0. IMP C3211 1111111113 u OW a Of e 2 0 0 111 111CLUINIETLI'311111..111 0 0 SI1E1411110DIMPACTIVC*13 imam FLORIDA WINDOW SYSTEMS CORP. till air TI MM IOU" IL Ada nom geasewiers ocutawasesdefte 18016; RL 1/10/1111 SUE 08-035 UMW lb 01113/ 3 11 0 SECTIONS A—A swit 3/V-1 . ye P1. V0C0 IRON talK 4/1) ••• in pi. u••• GAO CM MN 4/1) ILO= IWO. t 1 P.T. VeX1D Rum (Ca MR 41) JAN 1 7 Mt 1/4' SHIM SPACE SECTIONS B-13 MU: wo-1 . l 'o ° frame width 00111111110 111€ IL 11C0iNe.\ UM awn= a tuellOWAINS 0/00100 irwas tl I WOMMIleltr imi Illaseadame . • w erISINIII A. mar& pi& IAL • 4407 POIX60 MOM OR ARMEE IRORIC main, Vie NM. SORN SP/at 1• PS. 013oil =KS (SEE /ME 4,11» b. • • ..■•••••••-• • • ROHM BUILDINO CODE Orsets Velocity Ilutetearia roared • BILL OF MILTBIBIIIS lull DBei8111 61['88 J>s QUAIRITY ItK7iffi1LIE/ ItANIIVSUPPL INBABWAS S 0 FRAME NE il 5336 SEE OCTAL SHEET 4 11O03T5 EKIRUDEO A UANUHI Q BACK CUP OE ISMS f CETAA SHEET 4 6033-15 OXIflU0 ) ALUMINUM 4' LOAM 0 SIIRAICWT S L, MEAD AND JAMBS. FULL LENGTH O MIMED SILL. HEAD AND AM OS. [AGATE AT EVERY () OR CO U CHANNEL DIE #5029 { SEE OETAdL SKEET 4 6063 -15 EXTRUDED ALUMINUM CLAIM BEAD 0 co RNE t ASSEMBLY SCREWS ■ 2 -0 N 1 1/4" 0 EAOH $C CORNER ZEC PLATED PM6IEAO sawn 0 %WED awn REM? ut8 Rip ANO EYE DONNEIC71O$ ER4093 ALJ mmum wawa wawa WIRE SC*QEE MOREHEAD ACRYL •R 945504 RED'1) AT Ail JOINT'S " """ - - - (RAMC BUTTONS 1/4'0 HALF SPHERE. CLEAR • 3' FROM CORNERS I4011. AND 12' 0.C. (Mott.). AT MID- GLASS BITE ELEVATION, BY FRANK LJNE RIEIBEL AND CASKET fL3 •28 CLEAR B GLASS 4'WS + .090' INTEMA1 SOP + 1 /4"HS. 1 / h OUPOM STA0.01 1 GU GLASS PLUS INIERLAYER W/ "A # 01- 1204 0 RS 10 CONCEIT., BUTCH OR W000 1/4'0 F..+4. TAPOONS MANUFACTURED BY £LOCO ToTRon' Sef MAX. SPACING AT 1r�VATIONS ON SHEET 2 fa ANCHORS TO ALUMINUM OR STEEL 1 /4'4 F'.H. TDC SCREWS MANUFACTURED BY OW/BIALDEX. SEE NAIL SPACING AT ELEVATIONS ON SHEET 2 ti[) 905T1K CHEi1CAUL K 915 SEAL FRAME 10 EXISTING STRUCTURE OR BUCK SEA TT a GE StGLA2E 11 2600 C(L4R • _ AT CLASS NO !RAZING BEAD JOINT ` GLAZING SEALANT GLAZING DUAIL (SECTION SCALE: 1 • =1" MN 1 Z MI • owe now W10. • IWCIOUCraWASED _ m30 - 03.e 0.03 3 'OY FLORIDA GUAM; COLE MO llaloolly >firrieane Sone) OMNI >IIBEBB4LLI UNAGt1e1,IROB1 soralo P FLORIDA WINDOW SUMO CORP. )I i er 0u a maw aMil wet 01111013-403 000111100410. orwi ar. ee. b1u401 OMNI or ARCH CORNE R CONNECTION 412. JO' CORNER comprogibi JAN r7 iQI111i * treMa ao pmv `M1ri CI FRAME DIE # 5338 sCMX 1' =l U jAga FRAME BACK CLIP DIE 45239 SCML 1 =1 / 6053 -I MLOY 4' LDND • SPRJUGHIT SILL, HEAD N O 4AUBS. FULL LE NG1H • CURVED S61.. MEAD NM .II AL 0.600 AagglizIgensif04 �� A��Cgeral 0.062 (Typ.) oat 0 laZIANHEL DIE i5Q2 $CALF 1'$1' / 4063 —TS ALLY FID DA WINDOW roams CORP. IMM11e MIA ft NOM X4)03.3 its P•pTall1644211 FLORIDA BUILDING WOE (B + VelocR,y Moticona 'Zane) 9400DTKPACy Noun wooly !< awn on VISAS a OS - MOOS lb PM 3 ot s CC) �r a =7 t_'t ui J a ® OLO a DLO b psf1 • W psf 32' 70 u.402 1121.401 70 70 30' 24x3 was 70 75 42' 24402 MAN 70 10 40' 28.403 44.401 70 70 S4' 28.402 00.403 70 70 60' 20409 00.402 70 1 70 sr 2.409 00.027 7a 70 79' 2a402 00.402 70 70 70' 22.401 74.403 70 740 04' 34402 00.401 711 70 90' 11.4011 00.402 10 70 02• 42400 01401 70 70 101! 11.471 02.401 70 70 100' 74.40 ios.09 7D 70 1 c•' 10.401 110101 70 70 170• 11940 176401 70 , 7D r 20.401 F JAS 70 102' 130' 02 407 1024= 45. 02S 13e *91.402 1.2440! a27 607 I42' 31.402 140.40"0 923 462.3 1 St .401 39.400 70 70 42 29.402 30401 70 s. er 23.402 44100 70 70 se 2*402 50401 710 ' 70 6p' 31.402 50402 70 1 7a or 301.493 090109 70 70 72' 31.101 411.401 70 75 7a" 31401 74401 70 111 04' was a0.40s 74 70 0' was 06.403 70 70 or 32.402 11.443 70 70 102' *2.11 06.402 711 10 70 400' 32.401 104.403 70 74 78 i 14• MIA= 110.407 7D 70 711 1or 11.492 116402 040 ea 70 120' 37.402 124.102 02.2 023 a leratirrirry b 3 Ca 71:' szarmirmi CB a0' caremrirs 152' fTI rarrierwe Ira rarriirtwa 640 rirmiurrie 72•' OLO a mie 20,402 30.400 30.4001 rrirtm x,, r'7 Milirtill romppluu rtiorris DLO b 7 62.401 aO. . - R *'! ism 70 70 70 20.499 701 70 7D 70 70 10 7D 704 70 70 70 70 70 10 70 70 70 ass gas 70 10 ICE Ira 70 7s 70 WS 7 9 Q 70 70 IMO 00' PPM 1 ID 10 594109 0- 4.3 443 70 7b w rig 4i4.f03 0440 15.403 701 0 b DLO a OLO b W ps} + W ps? tb lE511 20.499 00401 S +� , . S0.�2 !S7 Lao 70 70 �*:� , 30- 14.402 51.402 KA 10 !0401 223 723 32400 sai 00.481 74102 Lai NO Gil 02300 , r,, 043 40.402 IMO Lki iallriia it CaLlial 594109 12A02 4.3 443 MAGI 441 w 7*' 51.400 15.403 I NA 01.400 se' 42498 0.102 37 37 40.442 0 09.403 9821! 37 37 6 I I b DLO a l Me ' b W ps! + W ps? tb p 16' 14001 was to ' 10 was 90401 70 70 30- 14.402 51.402 70 70 30 104004 32400 76 711 44' 14.401 ` 00.4*1 74 7D b' 40.402 44.017 TO 70 64' 10102 421102 10 10 111" 14402 02401 70 70 m" 14409 01.400 10 70 IV 14.404 40.442 0 70 71' 14.402 14.402 70 70 02• 14.401 02401 70 70 YO' 14401 02011 70 70 or 74402 42400 70 70 102' *1.403 10.4011 70 701 for 15.409 10201 10 10 114' 143021I402 70 711 ' Mr 14402 1144071 70 70 120' 16011 111.400 70 70 1.3 ' t44N 126401 10 70 1$' 111.401 134107 70 7O 144' 14.448 .1•0401. 70 10 gr ' 20- 40.402 90.401 70 70 3r 00402 10400 10 ` 70 s/' 70410; 22401 70 70 42' 20.408 32461 70 70 40• 00.402 44.402 74 70 be 20.403 414.401 70 78 �• 00400 50401 70 711 06` 2014011 094919 70 70 77• 001409 !6401 TO 7'0 j 73• _ 74.412 10 711 4 64' 30.402 00.411 70 70 SO' 26.403 • 60403 AO 70 06' 30402 02.402 740 70 101' 90.40 02.407 1a 70 150' 101.405 101.102 74 70 116' 004O/ r 10.402 70 1 70 UV 241102 1.0.40.1 711 70 128' MAO 122.401 70 ! 0 1g• 01401 112402 70 ■ 70 17*' 20.400 13440 70 - 70 1401' 20.402 140401 70 70 M s1 DESIGN PRESSURE RATING ( "W") SCHEMA' JAN 17 WM DOOM =MO 014. itaMiZE7m. MOM At 0011001014 0011041 nr f ti t s redo InomMdam UHNOOTIll 481871! /1.146 I Ni 4r 11i*bmo woussvisnwactnaunwamow FLORID 03!NDOW =SUNS CORP. 710 52 It IBMS MOM 6.3218 MUM 61M111611410 fb10P1100064 /0047170? 00170001 il7lttr ibllil MorgiMmlida •••% Lid *UMW MOM SUILDHG CODE (High Veracity /unka o cone) 001001 12 0i. 1 /Qris 0us 08 -O0a 11K1w1 M 12/22/2009 13:16 305 477 8992 3 3059405958 t3UILDTNGCODE COM1'U4NC1L OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE �TO_A_) Gopi Glass Sales & Service Corp. 7450 NW 41" St Miami, Y+L 33166 SCOPE: This NOA is being issued under the applicable mules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and /or the ANJ (in areas other than Mianii Dada 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 Al-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 Florida Building Code, including the HHighhVelocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullions — APPROVAL 1DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 tluougli •1, dated l2 JAS /45 w it rryisinn_F) dated 03/29/O2, prepared by Al Farooq Corporation, signed and sealed by tiumnyoun Farooq, P.L., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shell bear a permanent label with the manuf'acturer's n swuu or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change. in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as all endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Natty 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 # 03- 1124.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document rontioned above. The submitted documentation was r eviewed by Mound Perez, P.E. NO.515 D01 MIAMi -DAPE COUNTY, FLORIDA METRO -DADE FI.AGL1 R BUILDING 140 WEST ELAG'LLrIt STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (30S) 375 -2908 a yww,t1raldinftendeonline.con NOA Re. 06- 0210.07 Expiration Date: iVlurch 28, 2Q1Z Approval Date: February 28, 20uS Page 1 12/22/2009 13:16 305 477 8992 4 3059406958 NO.515 102 r Gun' Glass Sate &S ervices C or . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -16, titled "Attunintitrn Tube Mullions ", sheets 1 through 4, dated 12/05/95 with revision D dated 03/29/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.L. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FRC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report'No. FTL -5378, dated October 4, 2007, signed and sealed by Michael Wenzel, P.R. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA 099-0331,02) 3. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by -side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report.No. VEET1- O2 -1145B dated April 30 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02- 0826.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with 1 -2404, prepared by A1- Farooq Corporation, dated 9/29/06, 2/23/07, 3/29/07 & 4/09/07 signed and sealed by Humayoun Farooq, P.E. r - � 1Mannel reread'. Product Control Examin NOA No. 06- 0210.07 Expiration Date: Marcie 28, 2012 Approval Date: February 28, 2008 12/22/2009 13:16 305 477 8992 ÷ 3059406958 Gopi Class Sales & Sery e s C_ u. NOTICE OF ACCEPTANCE: _ r.V'1DENCE SUU1V11TTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated September 29, 2005, signed and sealed by Hurnayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 30, 1997, signed and sealed by Humayoun Faroaq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1124.04, issued to Gopi Glass Sales & Services Corp. for their "Aluminum Tube Mullion -- Impact Resistant" approved on 04/01/04 and expiring on 03/2R/07. E -2 NO.515 P03 Manuel Perez, Product Control Elton NOA No. 06- 0210,07 Expiration Date: March 28, 7012 Approval 'Date: February 28. 2008 12/22/2009 13:16 305 477 8992 4 3059406958 u _ � M 1112prtiq ow lin 1 ; if i I.& I 5 51 it c i m.. ; a«vb w: lg r 1 4 1 i'l 7 o cull I a I i i i . ;N!I4 > la ip 1 1°1 lire ¶IflU 1 tli . 'lig 1 , P O a 5 - . . v � � �. � _ rill �� na •a c� n i!! Li.0s r maw qrs s avow a L' 1.6! In, 71 16haVg�!rT,�t' —+, Ipji u% Vb *s s ref 7001 Pet ALUMINUM TUBE MULLIUNS GOOP CORPORATION 7460 N.W. 11 STREET MIAMI, rt. 3.1155 IEL. (306) 507.4nno rAx. (may) 477 -0909 it — T • AL.IFAFI OOQ CORPORATION tinQN66f76 6 PRQD u T PGVELOI'M4NT 1276 P.W. 67 OWE tnI M%, 1'1,VN117A ants ra. lsys)2s4aaon PAX !NM 282497P A. "two ►l95- I BCC NO.515 [J04 • ..— A 411 AIM 0 S0 60 ..•. .1.. . M 70 i 00 9i 10 ∎Il Yif mow 110 --• 7.20 •H 7 31 1 MAMMA f. ~ Y 91 . !s 10 .ML 1 tam �1 !0 ...j,•gWJ 131 II Hf _may ( .— 7.•.I.F ti.••• ,g,.:- 'i ~r• ■,..■.•1•■ .I �- ill i dA — RFRLff RK V!3 ti ;NIP 1 mail VI .. . wa .. _ - .�• p � . _6 4-. 1 P ! A • �_ .... .•a F Air I •� ._..... r �i 5,. Y► • 1 [I • 1.1• le J'TM - DC1E3 p Al ....„ I/ 111. .; ......., 3 , _ ...... as' . ., ,• A 11 . 1 . 1 .. N l i � Ail — — ` ..• �._ . --- —( // • ..— A 411 AIM tin oY YW+•W 60 — ••. ■ 70 Y. Y.. --• 89 91 . !s 10 .ML 1 tam �1 !0 ...j,•gWJ 131 II Hf _may 7.•.I.F ti.••• ,g,.:- 'i ~r• ■,..■.•1•■ 1: J 1 mail VI I .�• p ea il ids 4-. A imi t4",---A F I ._..... !PIA p Al ....„ ......., 3 , _ ...... . ., ,• A 11 , _ . .. N l i � • 1 20 40 YI 60 r 60 `, r- 7(0 00 9111 ►rala l e0 y� 110 tam �1 13 1M : ,i P.Ard mail p ea il ids 4-. A imi t4",---A ._..... !PIA p Al ....„ ......., 3 , _ A 11 _ . l i � 12/22/2009 305 477 8992 4 3059406958 NO.515 D05 tI E f s n a DEG 'Gm L040 - PLI DESIGN WOAD - P9f• 4;; 11-4a_11n 1 " (1 . t 1 �•. G1.#_0. -FZ11 1. 1 il n i/4 • •- n I I03 b• W1 164t481 111^1 chit. Pit RN I!0 AWIe6 11111 S Ti1� ��I ,'c El 2 50 80 AwM!NUM 1U C MULLIONS DESIGN LOO - PST 60 70 90 00 100 119 Wio UU.AU&I o •L ti IsI. 1Y1'.0 a COPM CLASS CORPORATION 7450 N.W.. 41 STREE1 MIAMI, I. 33166 1E6 (.M'$) 802-7089 M. (3a6) 477.8002 1n rmammi QE:0.104 LUAU - PEP OE SIGH L11AO - P98 60 ?0 00 90 LMO 1 Ai ra Air •R A._ as w. 12 [30 YLI..IY . u4 • 110 420 1:141 f AL- FAROOQ CORPORATION 599198584 a P171 sum r 17EVE1.07'ME)01 1236 O.W. S7 AVE 11 FLORIDA 3E171 *a1_ 43111111)3(144110o rn1,. (0081 292•a2711 m � F; r• 6 3 2 a 1 —• ►dUIII i19S- ! SSE) au 40 WO toe • /0 NO— I .o J '- 8o .�. f P- 90 yh +'.~:��� t00 0 l 0 .6....L tee w •�' 13 .� III v#0,104. FIrkmoi-7.- — , i CO 0 -wo -- 1 I j�s��5r — . — toriP - -- z - - 3 .: 41 99 "I et " 1 it E� 100 120 13 " ii O i • �� P- - 7 S��Q MONt 00 r Od0000- 11111:1\ I lank k 1 NOM 0 v#0,104. FIrkmoi-7.- — - ANDERS sVEe9. • • . a Si 12/22/2009 13:16 305 477 8992 3 3059406958 „•11 a. .—.. eiP ...7.....1r. z 0 . - BAll 2w- e ci "Apl A Z f a m 9 22 ri 6 nolo tot Mr 1011 eot, ._. suaeme •°'° �iun�e: ner. MEP ro nwne tt� Aa - -• - {11 or N ea m W _ 60 :SI oto to es AWAY GOPI GLASS CORPORATION 7450 N,W. 41 STRCCT 1rtIM I, FL. 33160 1 I . . COLS) , afro* rAr. PDS) .77 'POO • tJESICN LOAD - POF DES 101 LQAU - P71 0 m DESIGN 40417 - P5F so 60 70 0e 90 100 110 100 130 YY YI i„J JJ.' QCSIGN LOAD - MP' 60 70 90 90 100 t 10 /80 1 10 .►w w�., ,.,d •W Jwu ayr z t-, { Mt to t m ' b1 n tam U 0v: turd{ cta. en r 4 F Aio A ALUMINUM TUBE MULLIONIS .05 011 0 1.4044 0 .-r 3 N AL- FAROOQ CORPORATION inutootot6 e, PooDUCTOGVt Ommon:Vr ioao aw. om molt mum, r1.Vt11t1A x$174 C � . Poet Woo= PAa PM's. :w000 ' fir MU \14101 Wm-Ott; NO.515 006 • i 12/22/2009 13:16 305 477 8992 4 3059406958 • T• P tti GI {0 7 w /.• lam' 0 0 ul — d 1 1 cn Lk. bp; • u sow m -0!6.9 •• 1•O "3/r a 1• ne 1 r, b i �u3np 1 1 ••• 1 10.01/0 ►.t N.I. W1 P Wk 00.4_ • — - oc{sr; .. • - ..__, • MY kk ._.1 '" 11 ---,I-0. ttmi w n ' tmq li 11 st ALUMINUM TU $ MULLIONS COP CLASS CORPORATION 7450 N.W, 41 SMeGT MIA 1I, FL, 33166 m. (3U) 892 - 200e FAM. (305 47? -$10(2 O AL,FARQOQ CORPORATION ENGINEERS • Pen numm amp,opedIENT 1231 S.W. 07 Av0 WIWI, pu ntbn *a 174 TOL. 116$ 0044ISQQ F. Min 200•00)6 MULUON\uOS - i 8G c NO.515 107 1 Description of 16918- Tan Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 I F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6. 100.4 8 16918 16.5 100.0 100.4 95.0 PASSED Remarks: CLIENT: lmburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction PROJECT LOCATION:500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61015 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black V4 0110 4111 000100 0 ���►� H. s CAP�s ,k° • ,CENS ... `�4P : .No. otinguil WINCE 1 o STATE OF ri ION ® PAGE NO.: l of 1 P.O. #: PERMIT #: TIME OUT:03:30 PM , P. No. 34715 NC. Description of 16918 - Tan Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab on Grade: Subgrade: 169576 1 F South Room 11.7 101.3 8 16918 16.5 100.0 101.3 95.0 PASSED 169577 2 F SW Room 10.6 100.4 8 16918 16.5 100.0 100.4 95.0 PASSED Remarks: CLIENT: _ Imburgia Construction PROJECT: Butler Residence Addition CONTRACTOR: Imburgia Construction PROJECT LOCATION:500 NE 102nd St., Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61015 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing _Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 09 -1444 TEST DATE: 12/21/2009 TIME IN: 02:30 PM INSPECTOR: Daemion Black 0 0 11 141 1 1 01 0 00 ® % ® % 1 141 PAGE NO.: l of 1 P.O. #: PERMIT #: TIME OUT :03:30 PM `s •' \ C ENs t . ...e o � o i�/ 41111, II/11P% MI e No. 34715 NC. • ADVERTISEMENT- by the expiration da 2 it shall be done in its Dr.J DEPT j 4 I - DADE COUNTY, FLORIDA i��+C:f✓ �'t.IFv�JGE WITH ALL F� METROS DADE FLAGLER BUILDING �T GLER STREET, SUITE 1603 IAMI, FLORIDA 33130-1563 5 -2901 FAX (305)372 -6339 www.maimidade.gov/buildingcode Y BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION r TATE D ICC.l,N .Y RULES AIVD REGULATIONS NOTICE OF ACCEPTANCE (NOA) F.P.G. Wholesale Inc. 7190 Coral Way Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Condoor" Outswing Opaque Wood Door with & without Sidelites — N.I. • • tROVAL DOCUMENT: Drawing No. W08-36, titled " Outswing Wood Patio Door (N.I.) ", sheets 1 • • • ▪ 'thIGU % e ' • cra4pd 04/10/08 with revision A dated 05/16/08, prepared by Al- Farooq Corporation, signed $Yl wayoun Farooq, P.E., bearing the Miami -Dade County Product Control A Acceptance number and approval date by the Miami -Dade County Product Control mp RATING: None • 3 N „� t unit shall bear a permanent label with the manufacturer's name or logo, city, state and • ` '� "Miami -Dade County Product Control Approved ", unless otherwise noted herein • NOA shall be considered after a renewal application has been filed and there has been • • •ms t(iange u tleapflicable building code negatively affecting the performance of this product. •Z, of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other s • - automatically terminate this NOA. Failure to comply with any sec,ton tab . l `,`'; e `^ -' ation and removal of NOA. ords Miami -Dade County, Florida, and followed e. If any portion of the NOA is displayed, then INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0422.09 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 Page 1 4Pf 1 ( 2010 F.P.G. Wholesale Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -36, Sheets 1 through 7 of 7, titled "Out - Swing Wood Patio Door (N.I.) ", dated 04/10/08 with revision A dated 05/16/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -07 -4174, dated 11/15/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • along with marked -up drawings and installation diagram of outswing wood French • •' doors w/sidelites, prepared re aced b Y Hurricane Engineering & Testing, Inc. Test Report No. ▪ •••• • • TI -07 -4175, dated 11/15/07, signed and sealed by Candido F. Font, P.E. • . 3. • Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • "" • • • • • 3) Water Resistance Test, st, per FBC, TAS 202 -94 • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • •. s4Q fg with marked -up drawings and installation diagram of outswing wood French • • • doers w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. • • • • • ifE -07 -4176, dated 11/15/07, signed and sealed by Candido F. Font, P.E. . .. . C.' • • '.CALC = ULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by AI- Farooq Corporation, dated 4/3/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 J// �_ 1s Manue ' erez, P Product Control E NOA No. 08 -!422 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 • • • • • •••• • • .. • • • • .. • • F.P.G. Wholesale Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 3, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 3, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Test Proposal issued by Building Code Compliance Office, Product Control Division, dated 5/24/06, signed by Jaime Gascon, P.E. G. OTHER 1. None. • • • • . . • • .. .... • .. .. • • • • • .. • •• • • • • • .. • • • .. • • •• • • • E -2 P finer Manuel 'erez, Product Control Exa NOA No. 08-0 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 • • • • • • • • • • • • • • 0 •• • • • • • • •• • • 0.00 • • • 0000 • •.0• • 0000 •0•• • • 0000 • • •• • • • • • 7" MAX. HEAD /SILL BOLT LENGTHS 96 LEAF HT. = 42" LONG 84 LEAF HT. = 30 LONG 80" LEAF HT. = 26" LONG OUT -SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 5" MAX. HEAD /SILL CORNERS TYPICAL ELEVATIQNS 7 MAX. HEAD /SILL DOORS / SIDELITES NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engr. DR. HLtMAYOUN FAROOQ STRUCrJRES FLA. PE # 16557 CAN. 3538 5" MAX. HEAD /SILL CORNERS SOLID WOOD INSERTS NON IMPACT Apo ∎ ov, 39 iv:Imylying with the IFlocklo Regaling Co Date 1„ 1 .r ®I Dade Pee&�t ;� , : , < , ; ifi Br U c 0 M 1 0 N c 0 . 0 c 0 a U .a 0 0 'o 0 c drawing no. W08 -36 (sheet 1 of 7 SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF / / / 1 -5/16" THK. LEAF WIDTH LEAF HEIGHT WOOD INSERT FT. /IN. FT. /IN. EXT. ( +) INT. ( -) 2/0 60.0 72.9 2 /6 • 6/8 60.0 72.9 • 3/0 - 60.0 72.9 3/2 60.0 72.9 2/0 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 69.5 3 /2 60.0 69.5 2/0 60.0 60.0 2/6 6/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF / / / 1 -5/16' INK. WIDTH (W) LEAF HEIGHT W000 INSERT INCHES FT. /IN. EXT. ( +) INT. ( -) 2/0 60.0 72.9 2/6 6/8 60.0 72.9 3/0 60.0 72.9 3/2 60.0 72.9 2/0 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 69.5 3/2 60.0 69.5 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 WIDTH WIDTH / / / \ \ \ \ \ \ \ f / / / / `J •• •• • • ••.• • • • •• • • • • • • • • • • • • •••• •• •• • • • • • •• • • ••• • • • • • •••• • •••• • •••• • •• • • • •••• • • • • •• • w z LEAF WIDTH i X LEAF LEAF X X cc SILICONE BEAD 1 -5/16" RAISED PANEL SOLID MAHOGANY OR LAMINATED WOOD 3/4" MIN. GLAZING DETAIL 11/16" THICKNESS NOMINAL 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. WIDTH W1 W2 W1 Eng: DR. HU YO FAQ FLA. PE # 16557 C.A.N. 353E W1 W2 W1 W2 WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 F1orldw Belding C MAO Mod W1 W2 WW% !I W1 • - 41144 /0611,.; c 07 C 0 C 0 .r. R) "O T U .0 0 0 0 0 w a drawing no. W08-36 sheet 2 of 7 LEAF WIDTH LEAF WIDTH • LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL. 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1 /2" BOTTOM RAILS 9 -1/2" OMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH rima31. eca: a a:ia 30° drawing no. W08-36 sheet 3 of 7 (n 4146• • • •••• I- • • ••• • • ••a, Yi • .W • •4111• • • 4141•• ti co 0 1 0 • • • •• • •• •. •t TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • ••• •• • S ee •• • •• ••• ••• •• • • Q Q tl' °, a .. el nivq 0 I I TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR UNITS POLYURETHANE GLUE x x to TYPICAL ANCHORS SEE ELEV. FOR SPACING POLYURETHANE GLUE 0 W 4 SIDELITE UNITS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK #8 X 2" FH SMS AT 3 -1/2 FROM ENDS AND 15" O.C. MAX. #8 X 2 FH SMS AT 3 -1/2" FROM ENDS AND 15 0.C. MAX. WOOD BUCKS NOT BY F.P.G., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1 /4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1 /4" MIN. EMBED INTO MASONRY OR CONC. 114 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1 /2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA. PE # t 6557 C.A.N. 3538 A euvr. es itafibpayittit e b.t Florida 80/1chu,. C,.a'g Date GIOA11 Ward fe"" C 0 } 1 I m 0 a m 0 O 0 v a 0 v 0 C 0 8 rd g • drawing no. W08 -36 (sheet 4 of 7 TYPICAL ANCHORS SEE ELEV. — FOR SPACING 1 BY e WOOD BUCK ., a, •••• • • •••• • • • 0041• • • • •• • • • • •• • W00%•ClOCK •••• •••• • •••• 0 0 0 1111111.2 • low 0 WW1 ril INSET WIDTH LEAF WIDTH 1/4" MAX. SHIM • • •• • • • • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF #8 X 2 FH SMS AT 5 -3/4" FROM ENDS AND 14 -1/4" 0.C. MAX. 6D X 1 -3/4" LONG BRAD NAILS AT 12" 0.C. MAX. FRAME WIDTH #8 X 2 -1/2" PFH WOOD SCREWS AT 3" FROM ENDS AND 12" 0.C. MAX. #8X2" FH W000 SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2" 0.C. MAX. #8 X 2" FH WOOD SCREWS AT 15 -3/4" FROM ENDS AND 8" 0.C. MAX. EXTERIOR LEAF WIDTH POLYURETHANE GLUE D.L. OPG. FRAME WIDTH 3 -1/2" X 1/8 ALUM PLATE FULL LENGTH EXTERIOR LEAF WIDTH INACTIVE LEAF INSET WIDTH Engr: DR. iiJAAC AROCK) STRUCTURES FI.A. PE # 1S557 C.A.N. 3538 Appxove1 t Florid Witting Date NOM Miami Bad>it z I L C0w"o O • 0 �E N 0 < 10A LL II ul :I 0 in OCTJE 41-41 Z ce 0 0 0 0 IL 0 0 0 lA 0 0e 0 0 0 c O c 0 in m A O' ,c c • • • en 1 drawing no. W08 -36 (sheet 5 of 7 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 - AS REQD. TOP RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD - - 1/ LEAF BOTTOM RAIL WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL W000 - 7 - AS REQD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER WOOD - 11 - AS REQD. INTERMEDIATE RAIL WOOD - 12 - AS REQD. INTERMEDIATE STILE W000 - 13 - 4/ LEAF HINGE SI±±L - 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 QEBD650 AS REQD. FRAME W'STRIPPING, FOAM TIP PVC Q -LON �° ----- 5.250 --�{ \ \ \ t� \ 3.140 .650 ` \ 1 \ ✓ •••• • • • •• • • • •••• ••• 6.750 • FRAME HEAD /JAMB I ..- 1.750 •••• • • .••• • •• z • • • • • • 'F�IL /HINGE S1iLE /LOCK STILE • S ID EL2T4 +AL/STILE •• •• • • F. 9.500 9.035 1 _1.750 *-I BOTTOM RAIL 6.285 1.250 F 3.500 12 INTERMEDIATE STILE .200 .137 2.570 .500 .520-J GLAZING BEAD ASTRAGAL t r- 1.750 1.309 %— .375 100 1.509 L.250 () ASTRAGAL INT. COVER x .276 11.000L • 8 ASTRAGAL EXT. COVER 1 .562 8.500 0 SILL COVER 6063 -T5 1.750 I—.562 INTERMEDIATE RAIL HINGE .13" THK. STEEL HINGE INSTALL A SCREWS TO PANEL: (4) #12 X 1 -1/4" FH W.S. TO FRAME (4) #12 X 1 -1/4" FH W.S. WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO L 1.600 -d O _SILL, FILLER WOOD .900 1.600 685 .295 __.2.100 0 E II �J WOOD SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END AND 25 -1/2" O.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF. Engr. DR, HUMAYOUN FAR00Q STRUCTURES FLA. PE # 16557 C.A.N. 3538 Approved 89 comply kite aide 9s fAsig MAO Mita Faded w do z cc 0 0 0 0 0 0 0 z 0 ➢ 'vi c O . m 0 v g Co N Z M Q M 0 � 0 _107 g N 3 0L I c EL 01 4:r c 0 a a N 0 0 c W a a 0 .o r) 0 ) I drawing no. W08-36 (sheet 6 of 7 C 0 . m 4 c O N W 0 0 r-' O '0 0 0 • CO s 1 O a 0 0 a drawing no. W08 -36 (sheet 7 of 7 ...• . . • • � •••• • •• • • • • • • • • • • • • • • I • •• • • .•..• • • •••• •• •• • • • • • •• • • •••• • • • • • • •••• • • • • •••• • • • •••. • •• • • •• • •••• • • • •••• FRAME TOP CORNER FRAME BOTTOM CORNER 5" X 5/8" WOOD DOWEL PANEL TOP CORNER 5" X 5/8" WOOD DOWEL PANEL BOTTOM CORNER Engr. ;)R. HUMIAYOUN FAROOQ STRUCTURES !1W. FxE # 16557 CA.N. 3538 ' like Apr, 15 2010 3:21PM MILLENNIUM HURRICANE SHUT 19547256175 MIAM . NOTICE Of ACCEPTANCE (NM). . Florida Storm Panels, Inc.. • .: 144751.. W. 26, Avenue -..: • • 00a• It odn;`Flerida 330$ 4 • • p. COUNTY, FLORIDA METRO -DADS Ft.AGLER BUILDING' 140 WEST FLAGLERSIREET;sUrTE'1603 • • :` MIAmr, FI.ORIDA (303).375 -2901 FAX (305) 375 - 2908. www:miamidade.f[ov •• • Scope::: . This NOA is being issued under the applicable' rules acid regulations governing the •use of construction materials:: The documentation submitted has been reviewed by Miami Dade•County Prmduct:Control Division and accepted .. • ••by tha Board ofRules and Appeals (BORA) td•be used in. Miami : Dade• County and other areas wheae allowed by • • • the Authority-- having Jurisdiction (AHJ):' :.. .. - . • This NOA shall .not be. Valid .after the - expiration -date: stated- below:-. The Miami Dade County 'Product Control- • Division On Miami Dade County) and/or _the: AID' :(in areas - other than Miami Dade - County) reserve the -right tor.- - have -this product or material tested. for quality assurance purposes:'If this product or • material fails- perform in - - -• the accepted -manner; the manufacturer will incur the, expense of.such testing and AHJ may 'immediately .revoke, modify, or .suspend Vie use of suc'h'produet or material within their jurisdiction. • BORA reserves the right . • ' ' • . to s k'e •this acceptance, if it is determined by Miami-Dade County -Product Control Division that this product or matenaWfails, to:ngdt't;e requirements of the applicable: building code. • • • • • • • . .. :. . - Thil product is . opirevirl as. described:- herein,:andbas •been to :c©mpiywith the } gh Velocity • • Zone of the Plofilit-Outlding Code.. . - • • • • • di PTIq ••6.b35 " :(min.) Steel•Storm Panels Shutter • • - AJr.40• vAL DQiCIJMENT: • Drawing iNlo, fly -53 ,titled ":26 Ga. `Oelvanized Steel Storru Panel ", sheets 1 thrt ugl'i • .of 4, ileptaid by Thornton- :T`timasetti Group,.dated January 06, 2006, last revision #0 dated January 06, = 2006' signed.& by 7.aV. Xnezesrich; P:E.;bearing:the Miarni -Dade - County Prodnet'Cotztrol Renewal stamp •with i-Afiotice'i Meeeptance number and=pxpiratioudate by the-Miami-Dade CountyPrroduct Control Division • $ISLE I1 ' ttRATINGi :Large ,and SinalhlVllssile Impact ` :. :• . LABtjeThiGf = Each.panel Shall'bear a permanent label with the a Mini- eaturefs :nine or logo, city, state and the _ • following:stater ent: "Miami =Dade County Control Approved ", unless otherwise noted•herein.- • - RENEWAL of thisNOA shall`be eonsideredafter•a renewal- application has been -filed and these has been no change in ` the. applicable: building - code negatively affecting tliesperfor nce of this product. • • TERMINATION:of this:NOA .will occur. -after theexpiration date or if theeare his :been a revision or change in :the materials; rise, . and /or nianirfacture of th esproduet or preCets; . Misuie . oftliitlipAns au endorsement- of any . product,. :for.sales, advertising 4or • any _other purposes shall automatically teaninate.this NOA:. fame to comply With' any: Section .of this:NOAi shall be cause for :ternnauation -and removal = of NOA.. • ADVERTISEMENT: .The NOA number preceded the words• Miami- ltade County, Florida, and follower -by the"expiration date maybe displayed in advertisingliterature, Ifany..portion of the NOA is displayed; then. it shall . INSPECTION: A copy° of this .entire NOA-shall -be provided_ to the user by u themanufac er or its- distributors • and shall li aya lab for at t1ie16 sit •request of the Building, Official:_• 1 •- This NOA.renews NOA•# this page 1, evi:dence-submitted pages E-1, E -2, E -3 & E-4- as asapproval .docurrient. .::: ':, :- - ..- ::.:: •:.: Thesubmit teddricuzi�tation -was-=eviewed:byBTel, y;A. Malear; P ND`A 'No. 09-0114:03 Expiration Date: 411/0412014 APFroval Date: 02/25/2009 Page 1 Apr. 15 2010 3:21PM MILLENNIUM HURRICANE SHUT 19547256175 Florlda•StornOts eis: be. • . NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED. • EVIDENCES UBNIITTED -UNDER PREVIOUS APPROVALS : Dra wing T No; - 1 95=498, -Floizda :Storm Panel:,: Inc.,* 20 gage Storin Panels; Sheets 1, 1, 3:and 4 of 4; prepared by Knezevich'& Associates, Inc:; - dated 02.'26 /9 • signed . • and sewed by V,.1: Kneaevich, P.E ` • -• .; • • - •• •'TESTS... - . -1::= Test report onLargeMissileImpact.-Tes4- Cyclic Wind Pressure Test and Uniform• • - Static Air.P. refire Test of20 gage:storm panels, prepared by Construction Testing Corporation,. Report• No CTC .95032, dated- September 26 through 29, 1995, signed and scale's by- Christopker G.. Tyson, P:E.' • :: • • . • . Test report.orn•Liarge Missile linpact Cyclic Wind Pressure Test, of 20 Gage Steel Storrn Panels,'prepaied by construction Testing :Corporation, Report No CT'C- 96-009, dated.Februairy. 26 if 28. - 1996, - s1gned-arr_d sealed by Christopher. Q. - : Tysan,.P.E. .: :. ; • .TS . :. 1Vone. - CALCULA - TION S None 1,;,< . .. C:.: C ALCULATIONS -- • -: . • - - -• :' .. • • • •+ • 1 S2oPQi panel calcr4ations and comparative analysis,' Sheet 1 through 24; Knezevich -and f `` . .. .. .. 'Asso'ciates, Inc .,:signed andsealedby.V3 Kne PE, - dated October 2, 1995.- - 2. :...ftorm panel calculations-and comparative- analysis. by Knezevich and Associates, • • • • •-• .. ..'.•. - ;,yiu;signedand healed by V J <Knezevich,: P..E -dated. 06 /14/96 and 02/26/97. • •r • . •. • ....... •••••• :. = • D. • - MATF. IAL CERTIFICATION • ' - • .. • • - • 1.. •�t$i1l Cer-tcf ed Inspection': Report, d ated 5124/95: forHot Dapped Galvanised Steel,". • • ' • - - T A446 by Productor•de Acero f aktbal, CA.,. With . *chemical corn . itiors-and • :• - 1 rcal.ro;r • - • • • .... • - a. .: :. .....: - '.2.: tee rest Reports from QC• Metallurgical,- Inc.;.Job.No. SI M- 2162 :'..•.' • - - * _ 09/315/93 for galvanized steel;- - tested Per ASTME8 43, signed -and sealed b-y-'Ja>'r . W Roese, I':E :::Tensile Test_ Reporas-frorn 2letallurg cal,.Inc.; Job.No..6CM -71 dated 03/25/96 -: ' forgalvanized steel; testedd per.ASTM E &93: signed and sealed by Frank Grate P E ;VmDEN:E •SUBMITTED' UNDER PREVIOUS .APFRU-VAL 499- 9105 :03 None. • • p.4 • I�eh A. Maker, P.E., M.S. ' Pr Control Examiner NOA Na. 09- 0114.0 - Expiridtion' Date: •Ii•1/04/2014 ApprocidDate: -02/ 5/1e09 • r Rpr. 15 2010 3:22PM • ••.••• • None. MILLENNIUM HURRICRNE SHUT •- j :tic a4:� y rida:Storm:Pa els,•14c. MATERIAL CERTIFICATIONS' • - ..: 21 • •. 1V fE CERTIFICATIONS • V,,,l* • • 19547256175 • • VIDENCE.: SUBMITTED • , EVIDENCE SUBMITTED UNDER `PREVIOUS: APPROVAL #99- 0804,01 DRAWINGS . - • :. . . 1 Drawing No.. 9M97 Florida" Storm Panels,`Inc., titled "20 Ga. - Galvanized Steel • Panel Sheets 1, 2, 3 -and 4 of 4, prepared .by Knezevich c& Associates,. Inc., dated = _- 07/19/99, last revision #2 dated 12/23/99 signed and sealed by Y:J Knezevich, P.E 'TESTS : 'None. : CALCULATIONS • 1.: • :Anchor calcuulations; sheets 1 --through 28, prepared by, Knezevich and Associates, ' Inc., signed and sealed by VJ Knezevsch P, dated July 21, 1999. - .,, •. 2. . Reused ancho calrulaticins; sheets 1.-through•8, prepared by Knezevich and • - • ... •••••• signed and sealed OVA ..Knezevich; P.E dated Deceraber 29, 1999. • •••• ••• •• i • • • • 4, • - - E'►» N CE. _ SUBMITTED UNDERPREVIOUS APPROVAL -#02- 0531 -:02 • ':A•': DRB+. GS . .. • • .' 1; ••. .L?rawin g No.: 99-097; :titles' Ga: Galvanized Steel Storm Panel ", sheets 1 • • • • - f: W.rough 4 0. f 4, prepared.by Knezevich i1 Associates,. Inc.; dated July 19; 1999 .••i •_ • fast revision #3 dated *lay 22;.. 2002, signed-and sealed by T/J..Knezevlch. P.& !g•.: TESTS • 1. 1 None: CALCULATIONS . • mane. MATERIAL CERTIFICATIONS . • 1.; ©ne. _I VIDENCE > TED- UNDER:PHEVIOUS:APPROVAL`. #02- 0826,07 PINGS :.. . None.. P,5 [ elmy A. Makar, P:E., M.S. - Proddct.Coutroi Examines - NOA •No. 01-- 0114.03 : a�tr lidos Dater '0110412014 pro'val Date: 02/254009 • Apr. 15 2010 3:22PM MILLENNIUM HURRICANE SHUT 19547256175 p.6 VIDENCE SUBMITTED •. • Florida Storm Panels; Irie.: -". . 6.:: '.: EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0110.03 :..A: - DRAWINGS •`• : • • - • • .Drawing N.- 05 -536, •itled• ":24 Ga. Galvanized Steel Storm Panel ", sheets 1 • through' 4 0.1.4, prepared by :Thornton- Tomasetti - Group; dated January . 06, 2006,: = last revisioif#0 dated Jiar uary 06, 2006 signed sealed bj, .. Knezevich, P.E. • NOTICE Or ACCEPTANCE: TESTS' I. •None:i: • CALCULATIONS None::• MATERIAL CERTIFICATIONS 1. • - .Kane. . • ' C... .CALCULATIONS • ::1, - Twsvisid Anchor Calculations and details 20 Ga. Galvanized steel Storm Panels, • • : datedj)ecember 20,` 2005, Pages "1 through 24 of 24, prepared by Thornton- Tomasetti : " P • 'rflddp. signed and sealed by .1" P W ••• .. ••„• • . 1 . QUAIIII 'ASSURANCE- •: . :: rrP.:. .3 i etianni Dade County Building Code Compliance Office. • : L: MATERL CERTIFICATIONS .. �• �� • •• • r: - one. • . 74,4.* " : EV/PENCE SUBMITTED.UNDER.PREVIOUS •APPROVAL # 07-0817.02 . A... :DRAWINGS • TE `None • ALCULATION None. • ASSURANCE _:,:: ByMiammi .Cou Building Code Compliance t'7�£ce • TERIAL CERTIFICATIONS: elmy A. Maker, e.EE., M.S.- Product Control Examiner NOA'No.09.0114.03 !radon EDste: 41104/2014 ... Approval Date:" 02/25/2009 Floxiido •Storm Panels;.Inc:`' :'.�:•': -� � • • 1. • None: • .. - : 'TESTS • • ..• - - • :4b .,.•.. . •s :• •••• • i •• ••:•••• : ••• • • NEW EVIDENCE SUBMITTED DRAWINGS =. 1. - None', - er NOTICE OF ACCEPTANCE: ... ' .F SJBMITT D. • :Test. reportson Lairge Mis Impact Test, Cj+clrc YYirmd .Pressure • • Static fir Pressure :Te$t:of 20 storm panels, prepared by Constructaori Testing • - Gorpor t iatior,.Report Na. CTC -118 111 , date l December 21, 2008 signed.iand: -sealed :by _Yamil G = .Kuiri, RE:: : .: C ALCULATIONS ..' .. . .1. orie: . " • QUALITY: ASSURANCE;.' r 1. . ByMiarni- Dadade:- CoaaityBuilding .CodeComp.lian Office. Product :Control Examiner Y E T O A NNT o.. 9 9 -9114 , 0 3 [ ira1!oir atc: X1794/2914_ Appiroval I3atep 0//2512009' Apr, 15 2010 3:23PM MILLENNIUM HURRICANE SHUT 19547256175 p.7 n lilt PRQV A Y3 x t A Yy O A Sri .,. •,•• .� T 4L A 1 � 1 "' COD ESA 911 �:. i '7 +� + SCALE I NAV Sit. T., i 7 Al LDWAeIE l7 rprT vl cl , QN LSED p t 1'M!,I OP TtOS `' T. MIRO LDA[7 t}UR/tTAW PpITRRCa a t6 tat }JSiIIR PRR MDIID SCREX •. merryyMIMies ., .•. !.' Wt t'R lViB1 N TNECtlI10N 0 O T YJt[ ril R!!$ALRC n • . • .T TS PV is O C M RM T ARC Aw0 AKE• in . P0R WAD WLATI @15., NCE WRX , 65JCE'T . •' A DIRE 1'Y f1 DG K v .89 SNALI, US 0.' myt,'VYY; STUB' A:vr 55 BL p�O44i';TN117 q TSrP S S gtq A Sh it tir. M�] T AND �tC UREO PRq+I THE FgPO+OApE Ea97XTY pR00007 CON - YROL JflVI�Ot9 THE Sb'/aE NflhI DN M.YIAT !SECIW IHENT E 5Et O?V AN? • .' •S �a I ArI41LS. � S y . 1 r p , L O � 1..Yr O D - q � S 5 Al s j: E6e• • •.•• "N S ,1 UtJ 7A D p Nb g lll l.: ,'• BTRLiCT 5 ialt0e Yttfro0AL'VA tDWATtNO,OAA • 1Q. .. ^ O E y1,,�Nyy��1Bd • N• s p m F ONE p/ R T•� P Y LABELED • L ABEL A • • PANSL ANi, 9NAl•L 6F P(R{•11diENELY i e gl m %GU smitten one. WITH A • ,2. ALL �11'flZtl AL aQ Eoyti,t ,ALIIMINDN ALLOY. U.O N • • • di. :Yip a T •6 [ o y rr p I i M t CPTAA � i r .S•541DW N PD AY BBE� UN N TERCHANL iO A's ASLb POA: IMADSA pWNTINO Cp1aOl41T 9tr wrERE APPLICABLE, EkCEPT b SOME i a ; SCALE HALF 2/32 • r =out* skims.. • is (OP L�ATNNt G E F • t aor Lvt se- 5. • • • • • • • •.•'• • ' •• • •• • • • wir SCA }4,.14 • V,• ..s.g �•'. ro • •• • . • •.• •• • 1 . 0. 0 • • • •, • tyyr. TO '471E. . SOW 15 CAGE • GALS. SISK •1AOE 15 ' O•TloSAL LE$ • . ' I T" s MIL TVS 1 5 15 6 51 7 6 5 t - 1 2 1 5 s T 5 ..13 W P E L CCA v 5 p T W. P" nn P • v 5 W E O�1W s 6N� AT va- Msl. �� pq�tg vr- IStE }1rrt1L 5 0AN ply St r FA PDa 5 445 EL. TIP CVAT551 R RE0. • Y fV raNY IS C BE P SPKYOU • •'• .. �. • • 1 1 1 .* • . • T •• ' SpFFIT,CtJANINEL SCALE ■ NALP.S17p . • sjALr , ..'1. • • •. ' • •.• •';• : • DM AV;sTf 95 • . OPTSIKAL LEO . 9ID[[TUW .. • • • •• •'.••• • •__ :'6A 00 S . tor k EMS! . ,.00- MAIL • ..� t2 *gin ' tf :.. 15(15• TO PAMIL APAMI • etc . ISIIIUII ! HulilIlil(.�A S wAY tp t : �AIiAT•S � OLA:Li • M I : '�1�� PLAN �& ��tTF 5.4 4 1 5Pl • ' .: 80TTOL INLOa'f • TYPICAL ELEVATU!1 • !mg.* , OVERT AP FASTENERS OR RSINPORONSL1IJSE 05015550: TOP MOUNTS SMALL NE T` 014 '5• 114A05RS, N I•IONNTS SMALL OE 'Iv TRACK oft STt10550 ANOLp, HT$ ;• STUOS•�0 1 /6- O. C . OR:i71RECT "OItNTS 54171 ANCHORS• .• _ • / V�•T -•="5 (u r: r • u • OA (Taal T tTIBt vment APPLICABLE 5255514 u W0911HG • , • ELEVATIW1t) t IN moggsgolgogimm RON NOV 7 4 • M000 PA (1 4 1-,/4 0545.05 4944 b*SE 05I. 9TS•L r0pINTE+lL� • E'•. LESS 5(455 • ms L FIN OS .00 LUAUS PU IMPS M POP. • 00[r: r. is (55161St - TVS M E IEAE APPUCASLE SEE NOTE 14 Tr aw( ELEVATIONS A orAnye • LO .' • ITYP , swot ot OIL WOOD PIIAMaE SCALE ,.r • r a- PRO$OCII'REtlissa ::• aetetWl ogap60i0P!IR1s fd r A, • �.•�+� , ,1- L TYPICAL E VATUON mum Z ` . » ' 4 OVERLAP FASTENERS OI1,5S1NP55550 TWEE 45152050. • • TOP: A •OTTN,1 M017AT1 SMALL dt ° F," TRACK OR SrUoveb AN2.05 waTM STUDS @ 1 0. 4. O.C. 05 •o1ECT r/01.1575 " Octal* tal$ R -1/L•, a.L. ; • • FASTENER' 12" O.. FOR DESIGN LOA LESS THAN OR AL ESI TO 100 P.0.F, b ®B" 0.L • FOR OE5}}GN (.DAPS G EATER . THAN 1007P.S.F, ISeE ANCHOR SCHER. FOR ANY ACCEPTABLE' PLAN ME'3N .H4" a r ANCHOR) • • SCALE• t.0',: . . • su(t -T6 KiA!IieAl,, `9` Mil: ' .' •••� J . AN SCAI ,' • 1'`C•, !CALE. r pN6P•�� oiCCY �T • • . +•.T{Lat$•l 4,,,"-. k OWJ�Fitne ,-. • K • ar: a 1 .4o4n5L'so OU ALV+L t. HTS.:tIK At A i 0 . ••r L ti" P A � � � 1 O CLODt IRPATI R �Te, `m�l��c ° A a o�p ° � ° I�T!� �sTTtPn�. Nt•O :• . , 9,� •U�t OE TNES� A ;NAt r."xT WIT" CHAPTER T°1572y •F.4�R14 AOFtNIsT�S1{O1T[:AB L• 1E FROM 1 g cpPLLE c 0/ TyNS" T 1l. D a g � k•„ AD 1 1 4 * !Ma E IS sra S SNPT.0*V14 r A" ►tr Aibi' "N 4�du"�V'IIg IYt raRA 4 , : . W q . E Was t pp' Tto{{g'70'rtie5E APPODVAI WIENY5 ALL;YWD . . It[, �� (Sa� p4 FO O OPTION Rpyp�. S{p IV 4• �G O aNIL:NAF Eltc S ONE pP CUh�F TM� • i LT EI�(igg� A TION Tea 9i'; IN • • • • •• • • . 6541041 CONCRETE. • • • . , .. • .w .. HOLLOW t0."'1 DA . • . . , • • • SaTIOI inapt; +- St. .., t 1—,--1191•1•11•1:44, . • TYPICAL ELEVATt n' novo- . • 190 av*(q.AP PASTENE49 OA RE ti.uwwos rye* RSOtmaO; • TDP 4 50 MAWS SMALL 0E 'P TRACK DP STUDDED, {.y(a.ES WITH ST00S • 12 -V2 D.C. OA DIRECT *oars , • • WITH MOWS 62 12-Vr O.c. } e M®REt OVERLAP WALL •BEYOND '. ' GREAT R THAN BWLD OUT • • MS ANCE 1440 CLOSURE ANGLE REO •• MAX tb • GAGE 61114, STEEL , MOLE CLOSURE vine .BYO+D -OIIT k FIN. TO. , •DISi'ANCE s 5' MAX. • ■X. H X15TIi3 CONCRETE, OLLQW static 05' 000 FRAMING :SEE ANCHOR scHE0. B)'.7 D . • ON TYPE OF STUNG • REMO • t VW. liacunitb 2 • • • 4i• •ts � -. • . . , . • ••'•• •. .1 • ••• • L • • s•• • • • ' • • • •• •.• •• • •• • • • ••• • • • • •.. • '• • • • • • •• • . • .. .••'••• • • • •• •s.. • 33 - a LA : • i• 4t ;;� at; . •a h1AaTMe VA• ar. o%. • �i -P!L• e.c unutarurtk • PAhAMA ttybnt CAMCSAV1Db.D • • E.. t/0 11 410/E •6.S 76 EfVOS SP6C6114stt raatt A w/ . 1 - 3W ParesrmEtiDN • a aMERaMIMI • • • ENCE yNp11WE R • • • .• • .: • 50HEOULEGF R t4AX. 'i • • • • : Sg4CIN • . ; •• • • Al • . . • .. ' . � • Einaiaw carocacts • • • • 01 . ••. t r.ow etac%ee VOQ FRAMN6 �• ?_� `' M002 YIBQt =M M. • • *OE • : • •• • MDDD PIPAPt to '. REFE ER NCE' ANCHOR ' • • • • • . ICHECPV "1 MAiC'' • ACING. , • R E • SCHEDULE FQR•MAX SPACI CEN.INWINSiDE MOUNT SECTION •: Mai WAVE EVa 1?AOI !1R[ >m. • STA0RtEt tTtd. RMJN B MTh KgIAPE WPM .C,• Nt7fiWi WAigh -r martini curtaEn . REFERENCE ANCHOR SCHEDULE 'FOR PPAX.•: SPACING Pr p ... co ma aW, • tor C 14;:4 • . . 1 t.nBQCra4 w **∎DAOP40 A7 TOP DA 6OTTOM Db.PANCLB. • >: . O* airti5111411. 6 g111Etb T O' ±ix PSP. • '. d A1J MOUN SECTION MOTT0M) $CLL6■ Y 1 4 . r war. MOUNT swami • . • soFfir MOUNT DETAIL scALE•d•.p -a• • (DUkCT MOUNT) • . • SCALE • 3• . 7 P/ L•O ELco MALE 1.170 WAS100Po Z00OJT P Ir• VA• OL MAN. Feel re s a o oh ® ' • .. • : pSRNTNCc 01113 190flIL • more u s Q iv! ouriijoi*i Efir Ss>}Pi& , • • cn "3 ca • • • •" • STORM PANEL MEOW ' • . • '. • •41t • • ' . NEGATIVE 0*0 C AO MO {�,S.F) , ••..•; •Sf61EM1 '. • Er51H12 • • ' . • • sa n 'b LAP FASTENERS OR RE R TUGS, REQUIRE OPpMOUN TS SHALL BE BE . 'h h" 0 ` U" HEADERS. EI . . MOUNT$ SHALL N3;'F ";TRACK . STUODEQ ANGLES o WITH i fit 6.1/4... QIRDina, .. S w ITH •' W ,1 ANCHORS .. 8- 1 /L "'O.C. • OyERI:AP RAST.EN!':RS, OR REINFORCING TUBE REQUIRED. • T OP 6 DUTTON MOUNTS • ' SHALL,9E °F° TRACK OR • STUOQED ANGLES WITH '. STUDS €5 6-V6" 0.0 OR • DIRECT MOUNTS WITH -• • ANCHORS, fa 6 -1 {4" b.C. NO' OVERLAP FASTENERS 00 REINFORCING TUBE REWIRED ' TOP L BOTTOM MOUNTS •.SMALL 36 "f'° TRAt'N OR • ST O ANGLES WITH. ST 0 a5 'R -1/2^ STUDS OR' • DIRECT MOUNTS WITH • •ANCHORS IQ 121/2' •• •• • • " .. . Rex. F ANEL LENGTH .' .IFT.: 1N3.. •• ':• • ', MAX. PANEL' 'LENGTH t WI. yIN�. •.. •.. MA %. PANEL .LENGTH (F.7.' -IN.1 ' . • ' -. .50. _ '. 11 =0 , ..,.. •it:D..• . • . . - -- • 11 =0 .: _ ... 6 -0 _: ,._..; •.- --'- -- - ._._ "0 50.0 • •• : 6.. .. X0_1 9_y • 0 -- Bk8• 'r . tl� 5 9 Q p 6,p. Ode -- _- . 7 - �• '6 -6' • � • • 90 •166.1s' .. •. 7 - S . - 5 .10. ; 9_1 .- .. 'e -4 .. 1-9. —:; .0 , -3 • •' 0-5. " 5 -10 • ,S• -g . . :yam 1 •. ,8 • .. . S -5:. -a t a -+, 5 -a • 4 ;II . .. . 7 _ 4 6 -1 . •- • 160:0' • .A - 3 11 • t �b6, 1 • � .. 70 • • d -$ • . ' 3 - 7. • . 6- t . � . - .•. 3 L 0 .• Z - 9 .. .. ' 750.• . .05=538 9 eel 3. of 4 IIOLL W N ptII , r ata • I TtPL au •LOCK 39414"g:. TOE REFERENCE.A • REF RENCE ANCHOR: SOHEOULE FORMA •bC11EDULE FOR MAX, SPACI SPACING , Vs. PO ~Mid cm., wuTPy a.e °r • . �.A ,wt a - MAX. • - • • AI. STUD ANOLa • L ALT., CORNER DETAIL . Q KALE* r•r -O" • 0c40 3- fLe■ WFE' • :N • 16ii6666 : • T TAT E FOA M .. .. • i2 - tir 6.,C ore rosin • 9CHgOt a FOR ecH HANifich P09 6-26 NAOMI i11.T• SPAG ap SZ-V7 • ISYaT D JI0111tNE� REPERFMCEANCHOR. • • „' ow.. n.. SCHEDULE FOR 61AX. nOaD , SPACING, • ' • • :. mourn' SECTION ” ' • • ''r " ,i, ' A ••si ••' •• • • • •• •• •• • w, • : • :•• • • • • •• . • •' •• w.•• • •. •, • • ••• • • •• • : • ••• ••atww• • w • 6•et. e -Vr OL % m= • •• l t. °p° TRAIX CONNEcnoi0 TI1 • • v eXtS�t11NG sflucru OETAIL V6-H n; E(Lt s • O mar oc au storm ' ar.VS 1r.«•gmT. 6 IS' dnrcutnH O nasaas U t80 EP. `FMika Sr 0 ' • °F° TRA.11C CDNN6 'i'ION TO . • ' NEW STRUCTURE DETAIL, .'. . atma.N.TS • room. M61/M,! LOCAUCN • r,,r.vv.T - s.ur AI.0 I*IM AxSU • • • • •• • . • • • • •• • • •. • ' • • tri ALM PAIN. sT t A a a/ 0 A a RA C2T1IN►TMPe . soAarAS AS MI" O vI-m salt PlACa CE ANCHOR •® oANeLOU¢�aAUx • 5F AGIN SCHEDULE FOR MAX. r P av i°�Twr/ •••••411 sn® CV ►aOH rxa em•e oua aa •nosR•Ie•m ALT. °P' TRACK CONNECTION I PA a v.NaLS ~Waal N I00IEtustiotT mat •mmio 372PSPAIDAMA&MNaLENGTHOPCQ • TO NEW SZRUcT DETAR_ • staff PANEL IPUERIOR FASJENING '4 n os • • • SCALE .3". r -0• • SCAT,¢ .1 -1/2" - r-0" . . • r r m 2 c z XI M Z m • O ..... •. • :.- •.' : ANCHOR•SCHEDI1LE • to • . ; .' .. ..►Ai•VA 9iI M u u DR �va;aous ., : :, , .. , . " i• ' .; a i " r: • • •. i ' • . ! .' . • ' 6910 9/4 -EDGE DERV • .: • . SPANS IJP. TO, .'¢ii40f1i/ .• ==i , SPANS UP. 70 toN1t16 / ' on SPANS ' • '. • • - .. P,S,F: ' S'.E.. ANt 40R TVPB ' •: r{Ax. '.' yr{ iSEE C• CDITN • X.. • N o w • cook* 1) Ct7� f3 ".' UP. TO TYPE 3 ) A CA ,' • ' C5 SPANS •e._6.: DONNE c o o C1 TO ,, ' i T10N TYPE Non* .t3 C4 5 SPANS • CONNECTIpN • i 1T.,6" °• C2 , K t C3 UP 0' , TYPE * C4 CS, 5+ -6.. , No*1 TTPE, 1 P 3 ) C4 NW69 . SpANSDIte ED L : c:L •. 4ONNECTION • Ci S2 3 TYPE. ) • C4 6B • om6 C• 0 -. y!! 1 t 5 C NNECTION 11 TTPE h • � • r tOaf,u,�i,,,,,,„, „,,,- EXIMELEEEJ 10 .'6 , rt C,T •. -T.yEM 0131 !e Ct , . , .. 3.. ' 64.. '.. ' U IET0 . 1- 1R11- 7 � 4 !C, a '8 - 8 - : - 1 -, ' , • 7 t �! C c /1 'UV, r tiiGIJ .• 42.6 ZEMMELVEMYCEILE i I b rew ,, o ZEIEL Ela _ 1 _ •_:. 1L 200,6 [ 1311210E1COBBr4E1®©©'WMa t Et11k, sk,ll- X3!//'' .st,,lttt,,; "- EECt VI K ! 4 2429 SIN•EEIEliET,''EUEI©ZEN. We/Mr 4 '.401 - .10 - 1 . i 57,209 ESms3®artiBlr•'I�'�g° MOUEIT L 11111E MI '1 EII7DEi1ElEIE11110E113E1E7m13E3E3 13�m11OmQI . 2-1/4. 13 • 3 -1/2.. m m®EIE ®© LSEu�'�f 'B= _ - ® %Q EU /. MEE•ZEUME1E 131®© 4 . %..® ' ®OA T 0 - - T Y 11, ':' w¢ tRit E' '� �f3aitEMEIl 3E®% ®1� • Ei3]U :4092 5 i >L 200.0 A1Z09. /,%% eh% % %%Y PP; xlarhl1.% %is / *7/ %1 � M111E01ZE VIZI'ODE tELEEEI©IEU CEIMM/ENEFILIE EM� M E IVABI 1131 IMEItIEM. /.OIE1fFI/1, //.Ef/.+i°% MI I I1 'I INI� 1�E E DEEEEEir MEND3E Ii1M MEOEEKEIE�£1�Tc' TEEFR£EMEE 'f0DE 11:0E1'EE1 ©E7fECCIEUEI© v N1 Es I ,'i3M1:11137EIEI lJ 220 EEIE %�� % MI WB El % ® y IMR MEEAU EIElE1E7E11F3 '1ES;�.iIDEi7VMEIMEir n1/1EIE N 4® ©11M a % � ... [ � T � 62.0 Et'E£.7MEfl (` / 6 f t 11N EMBPP 7 ' ICE'2231©60111E AIIM®011©WoElliJE MOD I£E : v S EIP1®11 ElE l Ball ECEE C t'� 'E E1E713lR! IE13£ ®mLIo ?EXIMmMmE7 ®��©0E1DOE10..o 7 P . . . ' 99.9 ,,, , ,,,,,, : ww, SLTEL ri M© 414 4,, E nmmonn E7©0!mu . ...'•.: m3 ©ESO D�, %% C/. Omomf ss'/�EDE7E7.�rfuE�E3s;:Avopowao " t7E7 % ©I;7'on 1 %i....,✓1/, 44.P. %�/i / .0:4!%x/.' ' . �i% •. , 200 L 0.,..,„/ riti""mu t,- • VIIIMWV, : +rR ®mowln + +`: E3M « % "viz . d :s'a ErF� //i M. /.' %G % %/.%1 enfeO / /.J /�lWMIdEl rain %l% v"3'1�'+ % % %1 5 7 /J.tMAMEiting/ % / % fC��EIOI57 'EEI % %i. E 9 E:I 6.1 1E1 El i1 WFF i/ El ' \alt n R' • 1103310,M10." i /P 200.0 ezlein %' 07/- eA EIMILEIEEZMUMEIEVIM : . gy p . • ` i `'` "�� • : �Eit3��E1' 3EImm1mmEI v; e a imm mmA 1 q litFEImEl�EI]I,7urhamw"3. MDMEMEIEMMUMEIBUDOUMEEEMBUMMEWU %'T ifor4a /. 7 %!/AVAV..%E711€2%IMEIV4 EEEEINEEi1E£ mmomo�•31'E £ 'L IE1®©E3r00EILV t' SEE®NC 'm'Ei gm I' %92EIViWO' rE3L#ZEZEZE1:1E3 onim DEIMI ®®3E£ �/ mo m MIMI R®,'�sM m CSS �I ,,,,,,,,,,,,,,. ,;;,7 EiE1�E1t'3r cIEMIDD ' . • • ' • • • ' E� m®EDEIE1 7 ©E17Ea © m1EIE%E'li�E�MECIm %.: MIDI = ElE]E7mfr! ®DFjUEIU%© %©EEE� EKEl •a 1�;;- .£ e EnR]mE3 ©mnmprli El EEOFA �tIEIEMIE7ReeMEI lK,/.".'AriE:1013 .. 200 .0p % %/.'0",&©0,02 % %%E] % /TACO MM ® 121L1ElE'Jn EIEZE lZ® ∎13 3 ©MEIB IMOEI EIMIIPIME'.! % // /,%1/ //.El(41% %5i%/. ' • ANCHOR `SCHEI?ULE . • • ' " • ' • • sgstENa uoi.itocomme t oNgeocaimaiesstexisoionti t9AOaANl marl •' 7f11f15T L5 - • "; '. " ;. arociasin E • , , , <_' N .' . • ' 6910 9/4 -EDGE DERV • .: • . SPANS IJP. TO, .'¢ii40f1i/ .• , S PANS.UP TO . i 80%E1 .•'. , SPANS UP. 70 toN1t16 / ' CONNECTION OR C1 C7 'MN! H O T S 3 ) • CI C0 CS COMNC¢Tt6N C1 5 02 , CP T,TPE C4 t5 ' •CONNEC,TTON , C1 8 , 8 0 C3 TTPE, 1 P 3 ) C4 t5. 3 -1/2 -77_: M f..Aj. • '3-1/ •. • ' 3 -1/2. • • , T. 2.1/ 4 2- 1 • ___s____ • , • 2 -1/4 .2 -9 /* ._• 10 .'6 , .' 3' • 3' •' . ••N' /,'• • , , . , .. 3.. ' 64.. '.. S- 9 2 =1 /4 2 -1 /4, -,3/6 3 7 '•. J -1!¢ : '8 - 8 - : - 1 -, ' . 21/6 9 -1/ . 3 • ; ' 3 • 3- 1 %'F • • 2 -I : ,"_Tij_'' ' .. - .10 - 1 . • .3. . y ! N /.A EII7DEi1ElEIE11110E113E1E7m13E3E3 13�m11OmQI . 2-1/4. 2-3/5 • 3 -1/2.. m m®EIE • 5 - • .,.]/ 3 ,_k -20 ..- 3 _ - ® . • 3 -1/2 Z-1 /4 ' •• • • 3 ' • 9 - 9 1 4 . Ep PiRaP . TO ' ' T 0 - - T Y 11, ':' w¢ tRit E' lts 3fi?%/3 3E®% E!% EM� EM EE � 9 ®E3©i% V IMEItIEM. /.OIE1fFI/1, //.Ef/.+i°% %' • ' 4014I. SEPAAA7R]IY FRi3M GLASS kimouLE ! . •' : ' MIIY. Tv1. PARIDN, Fes A. •' .INSTALI•ATION,s GREATFF1 THAN' 30' .' ABOVE GRADE •, • PO • ': • .. • • POS(`flVt . UG51ON' LOAD !WI (P.$RI • • ' : • MAX.• PANEL 4.ENOT.H (FT• - INJ ' " • "• ' • MIN. SER11RAY117N FOR ••• ,• INSTALLL,A�TIONS LESS THAN' 30' ' • '' ' ' A0OV GRADE • 'SYSTEMS 7 R 2 SYSTEM 3 •. . , - .. .. MIOSPAN TUBE, MIUSPAN • BOLTS . NO MIDSPAN' •' • ,.BOLT$ OR TUBE .REpU1RED: • • • •• ' ALL CONDITIONS • • ..:• • • . „ . S. -'T i- S •• 2- 1 / 2 -ti4 - /Yf: ^__.,. 2 -338 ,."i,_, . ,. 3 -11'2, , .• . 1/6 1 - 5/6' ` . «- 6 ~7.75-t • 3 - 7- ,17_._....3,_ ' .3 • • 3 -1/2 -77_: M f..Aj. • '3-1/ •. • ' 3 -1/2. ' '• 1 -314 , • ,.. -t.- -. 2-7/"x'- • • ' 1 -1/4 . , • • 1 -7/6 • • , T. 2.1/ 4 2- 1 • ___s____ • , • 2 -1/4 .2 -9 /* ._• 10 .'6 , .' 3' • 3' •' . ••N' /,'• • , , . , .. 3.. ' 64.. '.. S- 9 2 =1 /4 2 -1 /4, -,3/6 3 7 '•. J -1!¢ : '8 - 8 - : - 1 -, ' . 21/6 9 -1/ . 3 • ; ' 3 • 3- 1 %'F • • 2 -I : ,"_Tij_'' ' .. - .10 - 1 . • .3. . y ! N /.A • 7LLQ ... • . 5 -1 . 2-1/4. 2-3/5 • 3 -1/2.. • 1 -1/4 • . •• 2 -115 .' • • 5 - • .,.]/ 3 ,_k -20 ..- 3 _ - '8 •• 8 . • 3 -1/2 Z-1 /4 ' •• • • 3 ' • 9 - 9 1 3 . . • '3 ,• N/A • • Amo laYm , ' pp �� N N E E 6�E p� 3T•1lEE P1a1� BPAIYS sP o V 7 . • . 2. • T AN OP EO AL 0 50HUTTlRLD ON SM EA AI� ECT SPANvCIREATER • .3,'• SEE �_ 6 ? 4QUNTINO /� DETTAILL � S � FOIi IDENTIFICATION OF CONNECTION Of T TYPE. b, 1101 NQNG ST FORCPADPER MVCNOR TYPE BA 9' S' RECATitiNS E t1LSTALLED IN, WITI I MANUFACTURERS' m• 6 90UM EMEEONENT AND EDGE DISTANCE EXCLUDES MALL 011%51104 S'NCCO. it ... •••, • :•• • • • •. ••• •• •' •' • • •• ••• • • • • O. • • • ••,••,•• • ' ' • • • • •. .. .. O. • • • .• • .• •• • • O. • •• • ,. •.•. • • • ...• ••• • • • T A R' J. E 2 • V N Y If y TO l.Ma S tCEP7ABLE SLY FOR • S HHppEE� C L L { O g, S A U �I , RE PIEG g 1LL 5Ef'tN A�CQL�, D E F A CT T OHNSeTY..LA6 StCRE1M HAL r P PA NERD OR 41 AP. a 7 9A ANCMOq AND MAY HAVE A WAPER HE AC 2 ISWEDWAALLK %. 9 4, U O Pl. Y/tI DESIGNATES ANCHOR CONDITIONS W HILH ARE NOT ACCEPTABLE USES, • bESI3NAT' SCREW, NUT F5 A ANE REMOVAALE by REMOVING MACHINE • N / A. DE5IONATE3'cONOt'TIONS wNiCN ARE NQT ACCEPTABLt USES. a • IPROu0cTUEA' u wise a01H,,A� data sRem �N '00 Lb817 :DZ• q Bf Or° t+ivmtoti :r '• m 2 2 .• C :•3 C) 2 m (1) • ' C MIAMJ COUNTY A RPP()`�'ED ZONING DEPT BLDG DEPT S "ivies Viii .71e BUILDING CODE COMPLIA T ggp ; � , ne. I .IANCE WITH ALL FEDERAL 140 PRODUCT CONTROL DIMS ON STATE AND L UN tY RULES AND REGULATIONS NOTICE OF ACCE1TANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingeodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -078, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and IA of 15, prepared by Tilteco, Inc., dated 04/28/2005, last revision #1 dated 04/28/2005, signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005, bearing Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed add tltdre has halo • change in the applicable building code negatively affecting the performance of this prs . u ... • , •: • • TERMINATION of this NOA will occur after the expiration date or if there has in the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as . en 1t o • ,,��, • • • • product, for sales, advertising or any other purposes shall automatically terminate this N .. l ut' to ton? ly . • with any section of this NOA shall be cause for termination and removal of NOA. • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade the expiration date may be displayed in advertising literature. If any portion of th be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man , : tur or Its disiriliillbrs and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 0926.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. I.e% ifit( o7 /I VZ -dog NOA No. 08- 0623.06 Expiration Date: 08/09/2013 Approval Date: 07/31/2008 Page 1 ..•. Eastern Metal Supply. Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS 1. Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -1132 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0817.16 A. DRAWINGS 1. Drawing No. 98 -172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E. • • • • • E -1 • • • • • • • • •••• • .• • • .... .. . •. • • .. • D. MATERIAL CERTIFICATIONS • .. • •. 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/2498, 5ith chtAtititi • • composition and mechanical properties of the 3004 -H34 Aluminum'Alto.ApaneL. • •. • my A. Maker, P.E., M.S. Cl�l Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31 /2008 Eastern Metal Snugly, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.06 A. DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 though 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 2) Large Missile Impact Test per SFBC, PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01 -01, dated 05/02/01, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 02/04/02, signed and sealed L_. 7T___ _ Hattem, P.E • • • • C. CALCULATIONS 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, preparedly Iteco, • signed and sealed by Walter A. Tillit Jr., P.E. • • • • • • • • • • • • •••• • • •• D. MATERIAL CERTIFICATIONS • • • • 1. Mill Certified Inspection Report of coils, dated 04/24/01, for Alunenet Alloy 3 00 • -H34 by NA Nichols Aluminum with chemical composition and phyfsl&ft properties. • 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report 1 p. 10/1-381, • • dated 03/26/01, signed and sealed by frank Grate, P.E. ' • • •• a •••• • • • • •••• E -2 • • • • •••• • • • • •• • •• •• • • • • . Y . A. Maker, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 • • Eastern Metal Suvaly. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0707.02 A. DRAWINGS 1. Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel'; sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision 111 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01 -058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7 -98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0926.03 A. DRAWINGS 1. Drawing No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01 -05, dated September 15, 2005, signed and sealed by William R. Mehnec, • C. CALCULATIONS • • • • 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco,.l sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. • D. QUALITY ASSURANCE I. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS E -3 • • •••• • • •• •• • • • • • • • • •• •• • • • • • •• .. • 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M -926, doled Seamber 11 , He A. Maker, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08 /07/2013 Approval Date: 07/31/2008 to • • • ••••• • • • •• • 20, 2005, tested per ASTME8 93, signed and sealed by Frank G, qt ' E. I. • • • • • • • •••• • Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -4 •••• • • • • • •••• • • • • • • • • •• • • • • • •• • • • • • • •• • •• • • • • • • • •••• • •• • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• i y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 dt. 1. STORM PANEL SHOWN ON NS PRODUCT APPROVAL DOCUMENT ( PAD.) HAS BEM VERIFIED FOR COMPLIANCE IN ACCORDANCE 747TH THE 2004 EDITION OF 774£ FLORIDA &ADJNG CODE DESIGN WINO LOADS PALL HE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FORA BASIC WIND) SPEED AS REQUIRED BY THE .WIRI5DICTION WHERE STORM PANEL WILL BE INSTALLED, AND FORA DIRECT/ONAU7Y FACTOR Kd -0.85, IN ACCORDANCE Wt71/ .45CE 7 -98 STANDARD. IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THE PAD. AS TESTED WERE NOT OVER STRESSED A 335 INCREASE LN ALLOWABLE STRESS FOR WIND LOADS WAS ECl2 USED /N THEIR ANALYSIS. A DURATION FACTOR C0t1.60 STORM PANELS ADEQUACY FOR IMPACT AND ENSUE RESISTANCE HAS BEEN VERIFIED.IN ACCORDANCE 1477)4 SECTION 7609.1.4 OF 745 ABOVE M•74lro180 CODE AS PER AIL REPORTS / 1022.01-01, / 0221.07 AND / 0616.02 -05, AS PROTOCOLS TAS -207, TAS -202 AND TAS -203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -7432 OR 3004 -7/34 ALLOY. 3. ALL ALLNINUM EXTRUSIONS SHALT BE ALUMINUM AS50C/A770N 6063 -76 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS 70 BE S7.Id1ES5 STEEL 304 OR 318 ADS/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 W/ 50 kW YIELD STRENGTH AND 90 kal TENSILE STRENGTH 5. BOLTS 70 8E AS7M 9 -307 GALI N12ED STEEL 017 A61 .104 SERIES STAINLESS STEEL, 7977/ 35 ka/ MINIMUM YIELD STRFNOTH. 8. ANCHORS TO WALL SHALL 8E AS FOLLOW: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE - 1/4° 0 TAPCOM ANCHORS AS MANUFACTURED BY LT.W. BUILDER (REGULAR 017 470 IS.) - 1/4"0 CRETE -FLEX 554 ANCHORS AS MANUFACTURED BY ELC0 1EXIROA! - 1/4" 0 CF LAP -LAP ANCHORS (8f.7T744 STUD- CON), AS MANUFACTURED BY TRU -FAST CORPORATION - 7/4' 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7/8" CALK -AV ANCHORS OR ELCO male & female PANELMUIE AS MANUFACTURED BY POW? RR FASTENERS, INC. AND ELCO TEXTRON RESPECTIVELY. 1/4" 0 x 3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL P098S SCREW, 8017 & SPECIALTY COMPANY. NOTES: 47) MAIIML H ELGBFD2 ENT INTO POURED CONCRETE Of TAPLON ANCHORS OR CRETE -FLEX 354 1S 1 3/41 FOR ZAMAC MAIN ARCM ORS IS 1 3/81 FOR ELCO PAMELMTE ANCHORS IS 1 3/4' ARV FOR 0 TAP -GRIP ANCHORS IS 7 7/4 A2) 7/8" CALK-Al ANCHORS SHALL 85 ENTIRELY WEDDED INTO 7145 POURED CONCRETE. NO EMBEDMENT INTO 5TU000 SHALL 85 1496877ED. 1/4 -20 SCREWS USED SHALL BE 1 7/2 10148 MINIMUM SHOULD STUCCO EXIST, AND 1 111101I7IM FOR WALLS WITH NO STUCCO. A3) MMVMUM EMBEDMER OF 1/4"0: 3/4" AU. POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO 7715 POURED CONCRETE NO EMMBEDMEIT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 II MACHINE SCREW USED SHALL BE 1 7 /2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MIPIMUM FOR WALLS WSW NO STUCCO. A4) 114 CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCH0175 SHALE. DE LONG ENOUGH TD REACH THE MAN STRUCTURE BEHIND STICH PANELS, ANCHORAGE SHALL BE AS NDICA7ED ON NOTES A 1) & A.2) MOVE (B) 10 EXITING CONCRETE BLOCK WALL: - 1/4' 0 TAPLON MOTORS AS MANUFACTURED BY /L.W. BUILDER (REGULAR OR 410 SS.) - 1/4 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO T£XTROM - 1/4" 0 CF TAP -GRIP ANC/ DRS (BERTHA SRS -CON), AS MANUFACTURED BY T 77-FAST CORPORATION! - 7/4' 0 ZAJAC IWVUN 9/x/9475 AS MANUFACTURED BY POWER FASTENERS, NC. - 7/4' 0 x 7/8' CALK -IN ANCHORS OR EL00 mate & female 'PANE72A7£' AS MANUFACTURED BY POWER FASTENERS, WC. AND E7D0 TEXTRON RESPEC1NELY. - 1/4" 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS 0157RIEUTE0 BY ALL POINTS SCREW, BOLT & SPECMLTY COMPANY. NOTES 8.l) MDLMIRR EMBEDME/7 OF TAPCOA; ELCO ANMEHIMWAG•C'•AP•GR/P AND C1ETE•FLEX 591 ANCHORS Woo CONCRETE BLOCK U7I7 SHALL BE 1 1/41 7 3/8' FOR YIRAC WARN ANCHORS BE P 7//44,'0 • 20 SCREW5 USED STALL r 1 /. M 171 saw A 1' MIN � W STUCCO WITH NO 6.3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS 50110 -SE7 ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCS.. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.sv MACHINE SCREW USED SHALL BE 1 1 /2' LONG MINIMUM SHOULD STUCCO ET1ST, AND 7' MIN/MUM FOR WALLS WIT71MH STUCCO. • • • • • • • • • • • • • • • • • • 134) IN GAS£ TILT PRECAST STONE 017•P148445T *NORM PANELS 8EIFOUNO oN•RHE.EXISRNEP WALL. ANCHORS SHALL RE LONG ENOUGH TO REACH 715 MAIN STRUCTURPEE3 ND Stu P AHgCt4tGF SALL 85•4 1$0450 ON NOTES Al B.1) AND 8.2) ABOVE • • • • • •• • (C) ANCHORS SHALL DE 2/67911ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECF/CA710P5 OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLON7NG INSTALLATION DETAILS SHOWN ON SECTIONS 7 1711211 76 (SHEET 3 & 7 OF 15) EXCEPT THAT HFADDiS 2, .3 & 4 SHALL NOT BE 715ED. 8. IT SHALL 8E THE R£SPONSIBWIY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY 8E ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 8U1LD/NG8 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RAMS IN CONTINUOUS CONTACT WITH 77I£ BUILDING TO PREVENT WIND /RAIN A19/480N CAULK AHD SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 1G STORM PANEL INSTALLATION SHAM COMPLY WITH SPECS INDICATED IN THE DRAW7NG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. A 7 SITE S UCT ROJECT B(14 CONDITIONS PREVIEW BY F iS SIM 77 IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR (a) • (b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 1795 PRODUCT BASED ON 17415 PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 17115 DOCUMENT. CONSTRUCTION SAFETY .47 SITE 15 THE CONTRACTOR'S RESPON5I11LRN (a) 1H13 PRODUCT APPROVAL DOCUMENT WILL 8E CONSIDERED MOLE 17 MQOMED. (d) SITE SPECIFIC PROJECTS SHALL 85 PREPARED BY A FLORIDA REGISTERED OMEN OR ARCIBTECT WHICH WILL 8ECOM£ THE ENGINEER OF RECORD (E.O.R.) FLIT THE PROJECT AND WHO WILL BE RESPONSIBLE MR 710: PROPER USE OF THE PAD. MINTIER OF RECORD, ACTING AS A DELEGATED ENGINEER 70 THE PAD. ENGINEER SHALL SURM/T 70 17/15 TATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) 77115 P.A.D. 9GV1 BEAR RE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED /T. 72. SHUTTER MANUFACTURERS LABEL STALL BE PLACED ON A RFAOILY AND wawa LOCATION AT PANEL ONE Lea SHALL BE PLACED FOR EMERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WEST PALM BEACH FL. MMM1 -DAD£ COUNTY PRODUCT CONTROL APPROVED SEP 1 5 2005 / ILECO,s..\ MATT 617Na •. O a AUe• WALT A MDT PIMA U 4477 • 0.050' BERTHA ALUMINUM STORM PANEL nnm PRODUCT REVISED as complying with the Ikeda Balding Cods Aaept,mne : , - , •03 O grattaa Date ;TLSIf ea F.B.C.(HIgh Velocity Hurricane Zone) EASTERN METAL SUPPLY, INC. 4268 RESTIONDS MT PALM 1157407 .name nmMeene NZ CID 07-117 / ma J ern. I - ( - La. DRAWN On 4/54/05 DATE 05 - 078 SPAWN No 87AET 7 OF 15 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • !1rA IO aurae: Off Ole nag ere ram- (10171 mW) — r &000 (1771371 17110110 Ae e E**) 4.47r ` two. , I Lt7J' --2 rzs•- � —aefe •--� -z raa• --� ALUMINUM PANEL 8008 , 1 /4 . ,• ( MMII WALL 1.78•x0832` AE W!1N STUD SOW J/! f trr HOLE AT PAMEI• • • • • ••• • • • • EOM Ore • • • • • • • • • • ZOO' • • • LEO LatitIEW ••• • • ,a•• •. •• • • • • • • • • • • •• •• • • ®` TRACK 1mLL,, 3,r -,• • • ••• • • • ••• • • • • • • • • ••• ALMOND', HALF PANEL sever y . r • , : e ' lugirAOLE•Ar PANEL ■ r• •w • (ORTTON !O 12) ••• ••• • • • • • • • • • • • • • • • • • •• • • V bkPONEN'1 • • • • • • • • • •• •• • • I- 2179 —I 11 /44 MAX X e. 0 ..L 1I � WA SCAM, e 1• 0 Z•xd`(YAX X1 d• J/1e• -11- r 7/et• prow^• 13 KEY NOLE WASHER M0! -•1 s . mar MU 3/10 P ® % FADER sear, 4/10 I ® REVERSED '` ANGLE mat SOLLB, j//•. 1• /7' 11 LEO � ]] +j�/p - J0� - -1 A}'BOr10A1 ' RIR l/4 _ SA WHINE SCREW th SCREW tAelam�e 1 3/18`67`x14` LORD WALL PLATE , 1 . I 1• save r J/e•. i SOW J/r ,• / IL ECO Me. \ TAM 1 Sraao & cesetscama COMPANY ass =Taw. mm 68- 0112717 SEP 1 6 2005 1 N L101 44187 OBJ I= la ® 3` 11oEt: `U` RUf1D OUr ® `f'• TRACK ANsE rte' EM 4 af y H 1— at0.OR.aec• .783 am 11 saw ■/ t r c sr mx OWN ream PLI7E7.1 6M NUT •• AR. R0 at_ 141 ■ © _ y 11LEEB Af•t•m Alm ALM EASTERN METAL SUPPLY, INC. 4208 44s)7a+ES ere REV PALM M OE R 33407 0.050 BERTHA ALUMINUM STORM PANEL r1 a 07110 10 AIMIE 1147•4410 MOM 0 111061X7 RENEWED **D•p with the Merida ilieddhet Cade ageptance Nero= Z Ittgrasomoze . L . PRODIIC= MEMO maeemplyieg with Mt Florida %tang Coda Acceptant* Plo 0 E1plreelov Dees o .•4 F.B.C.(High Veloeily Hurricane Zone 1.0 MAW are 1/7!1/01' /7 05-078 0.14840 Ns dl T 1A m 10 ET ANCHORS (SEE SCHEDULE) r igit :0N:; ""�jj I) n� 0 r r 1 i r r l• r r i r i r r 7 T T r r r r r r r ' 1 ti b H (SEE SCHEDULE ON SHEET 9 1 CONCRETE ANCHORS (SEE SCHEDULE) 13 °-I 1/4 Moe. OAP STORM PANEL TYPICAL ELEVATION SCALE : 1 /e a 1 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • SCACE • f/B' °• i • $'CTff3N • • • • • • • • • • TOP ?RACK TENTS, SHEET 1A OF 15) l �i+. BOTTOM TRACK (SEE COMPONENTS, SHEET IA OF 15) 1/4 Mox. CAP --1 .• IL ECO INC. Miff TESflNG & KHGINU1 COMPANr ®r • .•�• ae. ts �stta�v rroe SEP 1 i 2t1[i5 '•`+ MUT X4 197 0.050 BERTHA ALUMINUM STORM PANEL ant M DROITUCERSVTS A ceentehba *lb theme Acceptance No 0O ;1471..16 Blid elen F.B.C.(Hlgh Velocity Hurdcone Zone) EASTERN METAL SUPPLY, INC. WEST � DMA FL 33407 •111•101 1 1 ae w 1 ayswe° r 0-14I f 4/81/29 I a La ARAM Mt 4/>: 41E NYE 05 -078 D141x1 Ms SHEET S OF 15 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• s• ••• • -• • ••• • -• ET ANCHORS (SEE SCHEDULE) r igit :0N:; ""�jj I) n� 0 r r 1 i r r l• r r i r i r r 7 T T r r r r r r r ' 1 ti b H (SEE SCHEDULE ON SHEET 9 1 CONCRETE ANCHORS (SEE SCHEDULE) 13 °-I 1/4 Moe. OAP STORM PANEL TYPICAL ELEVATION SCALE : 1 /e a 1 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • SCACE • f/B' °• i • $'CTff3N • • • • • • • • • • TOP ?RACK TENTS, SHEET 1A OF 15) l �i+. BOTTOM TRACK (SEE COMPONENTS, SHEET IA OF 15) 1/4 Mox. CAP --1 .• IL ECO INC. Miff TESflNG & KHGINU1 COMPANr ®r • .•�• ae. ts �stta�v rroe SEP 1 i 2t1[i5 '•`+ MUT X4 197 0.050 BERTHA ALUMINUM STORM PANEL ant M DROITUCERSVTS A ceentehba *lb theme Acceptance No 0O ;1471..16 Blid elen F.B.C.(Hlgh Velocity Hurdcone Zone) EASTERN METAL SUPPLY, INC. WEST � DMA FL 33407 •111•101 1 1 ae w 1 ayswe° r 0-14I f 4/81/29 I a La ARAM Mt 4/>: 41E NYE 05 -078 D141x1 Ms SHEET S OF 15 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• s• ••• • -• • ••• • -• SECTION O ANCHOR Cant SECTION C STUD • • • • WALL MOUNTING INSTALLATWN _SECTION I scat : mar • 1 • • • •• NEE : D67AIL OF SECTION 0 SIND VALID NSO F 1swn • IOU MOUND i INSTAUAION - SECTION 2 (IOP) WALL MOONING INSTALLATION SECTION .2 soar : J /6 - r E a e 2 0 ( � 0E DISTANCE 5112679 10 R 11 IS) - •• • • ••• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • A01F MR •• COS0INA11ON OF SECTIONS : 17A[L MOLINTIN7 SECTIONS CAN SE COMENNED IN ANY WAY m swr non INSINUATION • • • - - [...S SCHEME( FOR SEPARATION - ID CLASS 14.6 -'10 x 4° t15 w 7/B J / x 'Id2 NUr • CONCRETE 5 SLOOP 6i1t11. OR COWEN !WED I W / / CONCRETE s • ` BUILD OUT INSTALLATION SECTION 3 sous : 3/6• > :• /Cent. IL ECO ma. \ 771.UT TOSTGVO & CONPAM am Jaa. is t BL ez lffllGOB l4 (fix• ®-0006770 !�� WALTER Um Jr. 0 E comcnor ANCHORS (SEE SCHEDULE) POURED W cortaere \\ \�\ \' \\\ 1 6F£ S NEDU15 FOR �^- MIA SEPARATION up EVERY snip •t2• BUILD OUT INSTALLATION SECTION 4 SOLE : J/6 - 1 / � 012 O. a PRODUCT REVISED as artaeplytng with 4e Pioxida Buslornag Code Aotepkux rao - - _ • BY F.B.0 (High Ve/ocify Humcane Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4260 POISTROMIS OR 0297 PAIm MOS 8. .7040? AM s OM= am 1 AM • 1 aavmr 1 eax 1.77 DAWN !n x /00 DATE 05 -078 CRAM Na •D 01447 4/2I . I - 2007 J OF 15 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• -.•• • • • •• • - • BUILD OUT INSTALLATION — SECTION 4 sou _ ,ra. _ ,• E D e SCHEDULE EV Ey5 10 & It OF ,5) •• •• NOTE FOR COMENATION OF SECTIONS WALVFLOOR/CEVVMG MO,JNANO SECTIONS CAN BE COMEOPED IN ANY WAY TO SHIT ANY ,NSTAL4VION • • • • • •• ••• • • • • • •• • • • • • • • ••• •• • • • •• •• ••• ••• • • • • • • • • • • • • • • • • •• ••- • • • • • • • • •• ••• • • • • • • • • • • • • • •• •• ••• - - -• -• • • • • • ••• • • • • • • P02JREO CONCRETE Y _I SEE SCHEDULE FOR JOn. SEPARATION TO 07.154 ////////l// / //, //// // 11'• C ) AACHORS E D.- i CEILING & FLOOR MOUNT/NQ INSTALLATION — SECTION Q sCALE : 3 /e• - ,• • • • • • • • • • • • • •• •• • • • CONCRETE ANCHORS (SEE SCHEDULE) E D - Cant. 1.175 • • • • • • • • • • Cant E 0. \ E D\ POURED comma I comma fi CONCRETE AACHORS (SEE /8. 0-20 BOLTS ly WINO MIT 0 77• D 0 ALTERNATE LEO LOCATION- I SZE SCHEDULE FOR ^+ Yln.nD.V f" 10 COASS 140-7 1 1— 1 1 BOL75 W/ 1120 //////)/// // / /////// 7720219320 1 1 / CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTINQ INSTALLATION — SECTION 7 SCALE 7 3/S• 1' 1? —0 / IL ECO INC. ` 111.27 70020,0 d ENO30037140 00377330 sm 7 ,cr. sn nslus nnr. � T � emt WILIER A � t a•o Wein Cads - ._D Rif, . O A/vnp22W7¢ • • . Dab oux- 2r ALL POINT SOLID-SET 07 E1CO ar. ( 7M -QR/P POURED CONCRETE OR CONMETE &CCP TINA REOUTRED I I i MAL T ro suss POURED CONCRETE • OR CONCRETE BLOCK MILL , W GVX -94 OR All POINT 50L10 -SET SOMME SC W 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 42E8 INDWR41013 WEST PAWN SCAM Al .13407 WALL MOUNTING INSTALLATION (D. M.) — SECTION f SCALE :J/B _ 1 • IPROMICT REVISED asemarsY6eg R+d16 88 neat Bea c & Aervrai No 63 lon . 1. F.B.C.(H1gh Velocity Hunicone Zone L.R DRAWN eft DAT 05 -078 •716 la 3•a! 90 tP i en_ =AVOW No A T •D RT -741 I NE!/m l ` I T SKEET 4 Or is POURED CONCRETE REOUMlD CONCRETE ANCHORS (SEE SCHEME) E— 11 � - FOR N6. SEPARATION 70 CLASS 8 r 1' £SACS • 8700N . 0 W/RO i o x rrr_ o. a POURED CONCRETE OR CORORELE BLOCK NALL REQUIRED E CONCRETE ANCHORS (SEE SC DWq WALL MOUNTING INSTALLATION SECTION SORT£: 3/8 °- 1' E 0. x. EMS OCTAVE $&>:TS JO & 11 OF 16) NOTE f0R COMBINATION OF SECTIONS : • • WA.L/FLOOR/CELEO Af0UN7TNO SECTIONS ( 7! OE COMBINED IN ANY WAY 177 SW ANY INSTALOAAIIIAI. • • • 1 1 •• ••• • • • • • • • •• ••• •• A • • •A • CAI( -01 OR ALL FOIIT 5CL1D -517 OR EL CO mob /female PANELYA/E on E /f ema l ? e O PANE4E4TE PLf15 A+/1� / 1 / 4 8- 7RUSSNFAD • + + XBE SCHEDULE MR SPACPO) POUREO w CaYCTETE REMIXED POURED CONCRETE COVORETE 1100? W52 RECORD) E CONCRETE ARMORS (SEE SCHEDULE) SEE SCHEDULE FOR 501. SEPARATION 1/4" 8-20 x 1' S.S.M.S. /7/@ 0x3/J2 7085 i O 1 R C. WALL MOUNTING INSTALLATION SECTION 1Q SCALE: 3/8" 1• • • • • •• • • • •• • • • •• r SCE WAX TEXTS ARE .!/1 5 :8.2 ` ... x .' f� • • • • � 1 T •• • • • •• • r 1 1 CALK -01 OR ALL POINT SOLO-SET 05 FWD mab/leme• PAJAMA'S OR acc mete /female PANSMATE PLUS 5 ( 1 47I- 0 51OEWAU( 175 OR O A /f /M R S 1RU W BOL7 + + (� SCHEDULE MR PA0010) POURED CONCRETE RECIVIRM POURED CONCRETE OR CONCRETE BLOCK gat EOf11REO SEPACITION j SEE SCHEDULE FOR • 7/6" 0 x 3,42' MINO NUT EMT" STUD 0 12" 0. C. tl W CONCRETE ANCHORS SCHEDULE) Cant. 78150571150 fY aC. WALL MOUNTING INSTALLATION SECTION 11 SCALE : SA' t f" 1 1 IL E C O ANC. M dr. SEF i fi inns C0 LE )\ E ANCHORS „ —� POURED CRETE MIMEO _ II \ \ \ \ \ \ \ \ \ \\ \ \\\\\ SEE SCHEME FOR 1-- Mn. 5EPARARON TO CLASS 7/8 x J/J2” WIC NUT EVERY STUD • I2" 0. a 1 Co. 11.11001475 10 A LOCATION t / / // / / / / / / / / / / / / /iNib/ / / 1. RECLRED CONCRETE ANIBEIRS (5g 57EDl.8E7 ri�O�CY " : VB = f seellpiShowiTheellailb tiattliusaxie ppmNo" -06 unte EASTERN METAL SUPPLY, INC 4258 ITESTROADS VEST PAS OMR R. X07 Wake 0.050" BERTHA ALUMINUM STORM PANEL mi NO 1 WOW= 1 Ilex 1 NZ w .-ELICE OF F APPLICABLE CEILING & FLOOR MOUNTING INSTALLATION SECTION 1 2 rTeoalucE rRev►B�n asemn AR:wIth Edo 6f IMS !Wain CA& Amel i. s1 ?s• EEP :•Ten Date o r ' OS F..B.C.(Hfgh ✓eloci(y Hurricane Zone) LO. DRAW Mt 4,28/05 05 - 078 ALAMO No I me 61 I/CRaf : I - 1 - wing S or 15 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • ••_• • • e r f AI AC AirAWAi r . p 1�t /p4q' k�f• 7 E �Q7 a t 2' 10 C7 E � a e 1 -- a fo. 7Y4 hist. • watt so CONCRETE BLEW • & 27 TO CONCRETE Il [ pis �.. r a• AS *PLACABLE j � IE c 0 I,NC. WALTER A. MUT FLORIDA L 44787 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4288 *E5TROA S DR. *SST PALM 8L*O!, TL ..1407 • r IMMO kW NO Mt f xd-H 0 • SHEET 8 OF 18 POURS. CONCRETE OR COERCE BLOCK WALL REUSED POURED COAICREE OR CONCRETE MOE SALL REQUIRED 1//4 8.8 Ei00 MIA PAMLL/TATE 7V48 MOORS ($£ SCHEDULE FOR 5PACAN5). I II LI A1: V Lan. SEPARATION TO CLASS 1 4'1x6" EYC0 TE 7YAS (SEE SCHEDULE BUILD OUT INSTALLATKg • • • SECTION f ,7 SCALE : J/8' - 1' L A LE. AS APPLICABLE MEM !NCR WENER EXTEND EEL WLL 1/4" 0 - 20 x J/4" BOLTS W/ 7/B'ax 3/$1' MVO NUT O 12" 0.0 re A Cant Mew MEE BRICX WISER ••• • • • • •. •• spy)• • • • • • • •• • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "-0 1 • N • 011 FOR cer �8ECn0N5 e au MTVMT 'IB I SAN BE 'DOWNED IN ANY•WAI*TO cuff ANY INSTALLATION. CONCRETE POURED REWIRED CONCRETE ANCHORS (SEE SCHEDULE) CLASS SEE SCHEDULE RV Lee. SEPARATION ro CLASS t /4' A -70 x 7 SSA W 7/8' O x J RUl "O. I I POURED wove OR CONCREIE BLOCK MI REEVED COLC ANCHORS (WE SCHEDULE) POURED CONCRETE REOURE0 SECTION 14A WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE 7 J/B' . 7 CONCRETE MOORS (SEE SCHEDULE) I I EMEND I SSC1 FOP Min. SEPARATION 70 CIES 1/4' %-10 x 1' SS.M. W 7/8 e J AQ7TO x 17'O.• POURED CONCRITE OR CONCRETE BS CONCRETE ANCHORS (SEE SCHEDULE) DETAIL ?/7 CAA SECTION 148 Cant a 1 ‹y 811kRORLY RENOVARLE PAN42 U! W/ =WALK .BOLTS DETAIL 2) TO 7HRU S /e"a 7 } O L E S AT 0 8' O, & PAST 74EO AT RE4R W 7/8 MVO MIT 0 EVERY SONAR BOLT. ISOra70T *EV7SE® acumbiavya m 8 =won ede iLCk AtriziAtesee : •.:_ eiaXe "",u,� -sw.a C AB A 1 }x Jr" OS F..B.0 (High Ueloclfr Heirloom Zone) •7V MR BA 05 -078 / / / / / / //Y //, M POURED CONCRETE USED • 8• COMMIE ANCHORS —E. a-- (SEE SCHEDULE l r Ea \ \`i\ \ \ \\ COMET ANCHORS (SE SCHEDULE ) .r871 //, ///// SW O APPLIO48E E D. _SECTION 15A SECTION 156 CEIUNG & FLOOR MOUNTING INSTALLATIONS SECTIONS 16 SCALE /4 OLE # d• DETAIL 2 — INVALL4710M or ;a;1 • ISLIMILISLIEJLIENIYAIALEAMEL .050 SORB 1•s ,• • CONCRETE Avatars — D.- (SEE SCHEDULE ) CONCRETE 1 -, \\)\\\\\ j SCHEDULE FOR TO CLASS POLED CONCRETE I CONCRETE ANCHORS,/ RECN$a INSTALLATIONS VALID FOR PANELS 10 USED JOINTLY •: ; ; :wv c INTERIORLY REMOVABLE PANELS 0 • • •• • • • •• E D. - E00E DISTANCE • •• • • 10 1 : :S, ■ 7/e • , J/32 EVERY SW 0 12 C. OF APPLICASIE E D. - 7.; O11ERIORLY RETC PARE4 © W/ SIDETTALN DOLLS 087 2) TO os 11RO SIR 80885 AT O 8• AD & FASTEIYEO AT REAR W 0 SCOW SIDEMIX DOLT. • : r t • 'r n cosNAnsto,140,+s FLODR.kOuxc AR]DNR1N0 SEC1mxs cot eE COWS= 01 ANY WAY R) SUIT ANY OVSTALLAn0.1t 1 1 04808874 28070028 y \, (SEE S ) REAPED } RECURS, 44 44 - Ea— \ \,. \ \ \\ L - =MIRE FOR Min. CLASS 7/E• a a 3/32 7774 NUT EVERY SRC • 12 cant L ' Si 1 .9 /// I I / / / / / / / / / / // f/% P rEOU I U - / REOUI» �� --I SECTION 16A Bade Mahlon IL ECONNe. TOL4 785/8770 8 6Nf 881140 Oww48? -f E8- 880066719 Sl�,� y . .�tTt� WATER FLORIN U1. j 441 \\\\\\\\\\\\ %\ 1.\\ ma* .113%/ _ /S CONORSE ANCHORS (SEE SOCOOLE ) \ 03PARETEURED E - 0 DETAIL 2 7/6' a a 3/22 WAIO NUT 0 EVERY SRC •12. Cont. L EDGE OF ALIERNA74 LEO —4 1 F • LOCATION i L JG81Ftl � %/Y 7 II / /// I MIMED u CONCRETE MUSED SECTION 161 CEILING & FLOOR MOUNTING INSTALLATIONS SECTION 16 SCALE : J/8 v 1• rapourraneno eacaPT7 with 19e FtA,Yha Apvizim taco _c,0Gi•ob PROBUCT REVISED n� en ap1{.eg nitb Iho Florida B1dO N Code Atceptn Ea 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 838 PAU SVOL R. 31407 Cant. / / / / / / / / / /// // i r � / ED. u ANCHORS minucc18Y RENOVA8(4 PANEL �t W/ SIOIW Ut 80L75 DETAIL 2) ICI ROtU 5/eY ROLE5 AT 0 8 0.0 8 FASTENED AT REAR W 7/8 "I*J/J2 77050 NUT 0 EVERT SIDEWALK DOLT. F..B.C.(High Velocity Hurricane Zone) to a l Nalale7I 1 08 1 28 R• I AMMO 1 Car La =SW 13% 4/78/87 GATE 05 - 078 MOM Na sit 03-141 I aA•A•1 , 1 _ - : SAW OF IS • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 ••• • • • ••• • • ' , /4 Max. OAP O O MUMM MENIMM■1111.0" 4 (WHOLE) y T SECTION 9-8 SCALE : 1 /8' _ 1 grlaCHED EA CORNER BOTTOM AS SHOWN. 14A/6, 15 ,169/7 15,16A/7 24 l —20x1 ` SS. IOEWALK SOUS. SEE OETAILS 2/7, 2/15. 149/6, 149/6, 14A/6, 15,16B/7 15,18A/7 CONCRE7E ANCHORS (SEE SCHEDULE) 1/4' kW. GAP INTERIORLY REMOVABLE STORM PANEL ••• •• forrhit 'BEY *T10N Y • ••••••• • •• • ••• •• • • • •• (WHOLE) O Q Mr. pVTERIORLY REMOVABLE PANEL ©W/ SIDEWALK SOTS (SEE OET d i ' 2/7, 2 HOL CONNEC7E10 r 0.0 & 8P RU .iu I N NUT 5 E / VERY SID BOLT � = G d ( mom J'— • ••• ••• ••• • • • • • • • • ••• ILEC0 Inc. \ • • • • • • • • • • • •• • • • • • • • • • • • • • nLU rES • T T510 • Ema/eca INO cOLLPANY • . • • • SEP..1 _ � ,a " L % 44540 a Naoeucr Bidding Cede oamo:7El /i 13 PROMICf REVISED comFI1b6; et* the Play Eqiding Cale Amper:w= ria .42 03 2008 6 9 10.011 n T4id4C1 F.B.C.(HIgh Velocity Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4488 NE MO= Dl. NEST PAW OFAIPI, sL 3407 mg r 1 us— 1 sat 100 0 1 moms 1 ra •n To-to A0/elI La aaNN en 05 - 078 012000 Mn MUT 8 Or 15 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AMMAN DEMON PRE55URE RATRO • *LAO /4x PMLEL LOOM L (1L) (SEE =SOW 1188989 SLPAR SON 1188989 was TO S110NS 1 • ANY O9/AED6ITIDN OF THEM +55.0. - 740 8' -O' OR LESS 2 1/4' 1 118AU 8 +55.4 -77.0 9'-0' OR LESS .1 11/16' 1 1HRU 8 +65.4 -72.0 9'-o OR LESS 3 1/2' 11 +62.4 -73.3 10' -0' OR LESS 3 7/8' 2, 6, 7 & 8 +63.5, -83.5 9' -0' OR LESS 3 1/2' 9. 14, 10 +554 -65.0 9'-0 OR LESS 3 1/2" 12, 15, 16 +63.5, -63.5 9'-0' OR LESS 3 3/4' 73 OUT PA71II. 2' x 4' x .125" .7105 -1414 OR 6051 -T8 ALLOY ConL Alien. MOLE CASE A (Plant) 90716 1/4' = 1 1/4 '0301.1' • W CASE B (Plan) SCALE 1/4' a 1' POURED CONCRETE OR CONCRETE scoot WALL MUSED CDNCRf0. ANCHORS •12 0. C. 4'x 4' .072' 3105 -1174 OR 8063 -13 ALLAY Omen Alms. /MOLE 2" x J' x .093' 3104 N -14 09 8081 -T8 ALLOY Cent At m. ANGLE 1771 ANCHORS • 12' O. C. HALF PAWL •• ••• • • • • • •• • • • : :• ••• •• • • • •• • ••• ••• ••• • • 1/4' 0� CASE D (Plan) SCALE: 1/4' = 1' CONCRETE ANCHORS • 12' 0. C. 2" a 2'x .055' 10 2' 7 5' x .055' Cora Alen. ANGLE OR OED" 3103 -11754 SHEET 93721 Alum. BEDO' PLATE POURED CONCRETE OR COSSET 81.009 WAU REWIRED h -2500 ION. 250D Min. ALTERNATE LEO L0545011 CASE C (Plan) SCALE 1/4' = 7" POURED CONCRETE OR CONCRETE BLOCK REQUIRED MAXIMUM DESIGN PRESSURE RATING "W" (p.s f.) AND CORRESPONDING M4X[MUM PANEL LENGTH 't" SCHEDU( ' PROM= RENE 14ID Asseptsece no o8 - o6 L.T o 0.050' BERTHA ALUMINUM STORM PANEL PRODUCd REVISED as cessiting X4774 Os Fissids Es16114 Cods br Accel .hotk. Stacc vm 1to 04-0& F..B.C.(High Veloclty Hurricane Zone) L0. MON eh • • • • • • • • • • • • IL �" C O IN•. \ EASTERN METAL SUPPLY, INC. �°' • • • • • • • • • • • 42de NESTRC405 DA • • • • • • • • • • � Ne +ENO7 /NO C PAW y 33407 4D7 .. • �"�' xan . - x• .tae , 1 n 093 Y -07 _ D9- 60777 sR so maws MI RE No MOM= AM 91PAWAID No SEA rhos-- W AUAPA 17!11' Jn P.E .1 S 2005 naxml LL /44191 R me 61 -111 � 1/x!/IL I 4 I _ SNIT 9 0315 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • ••• • • • • • ••• • • MOM 21201 We N WWI 212229 )D c 8 a r�7'•' M L9244 e TIT F TO Aw N •' 415 wows AM i t ANyW OMITS 694T-AAIf d& MAW WAN OWN - �} 4 �'" ". 7.m Y p -884 AY@I84116 12221•111 PITS .a L4 dlCbl ID 201 TO 10$2124 70 MOW 18 N•M7 >a OwraOD TO 14740.9 m 0444•872 1a NDOIN, TO COICADT A2 WNW TO COMM TO MUM 70 mY]mr TO Nom' TO 028•672 TO WSW, D 0048 O td NtVMP7 +824 -020 8' WA N/A 14/4 4' WA 3' WA 14/4 N/A 5 71/4 3 1/2' WA N/A WA WA N/A 1(18) 8' -0' 51 IESS • • IY 8' N/A N/A 10' 7 1/' lY 9' N/A WA 72' 7' 71 17' I2• 7 119 WA N/A 1 (80TMN) 7Y N/A N/A WA 70' N/A 72' WA WA N/A 12' WA 71' N/A WA WA N/A N/A 2 (!OP) 72' 8' 14/A 14/4 70' 7 I/O' 12' 9' WA WA 7Y 8' 11' 14• 49' 7 f/Y WA WA 2 (807750 tY N/A N/A N/A te NA 12' WA N/A a/A 12' WA 11' N/1 N/A WA N/A WA 3 (/t8) 72' 8' N/A WA t 12• 9' N/A WA 72' 8' II 44' I5 7 4/2' 2/4 WA 3 (581154) 72' WA N/A N/A 1 12' WA WA N/A lY 1/4 11' 2/4 N/A WA N/A N/A 4 OOP) 72' 9' WA WA t0' 7 1/2" 72' 8' WA WA 72' 8' ll' It' 42' 7 1/2' N/A N/A 4 (807756 !Y WA N/A WA 10' WA 72' WA WA N/A 12' WA 11' N/A N/A WA N/A N/A 8 (MP) 12 8' N/A 11/4 /0' 7 1/4' 72' B' N/A WA 12' 8' /t' 11' IY 7 1/2' WA WA 8 Morrow) 8 1/2' WA 42' N/A 8 4/2' N/4 7 I/2' N/A N/A N/A 8 I/2' N/A 11 7/' WA 11' N/A 0 1/2' WA 8 (70P) 8 1/2' N/A 12' N/A 5 I/O' N/A 7 V4* WA 10 I/O' 14/4 8 I/O' N/A 41 1/2' N/A 11' N/A 9 1/2' N/A 8 601704 7 4/2' WA 11 1/2' WA 8' WA 7' N/A 10 1/2' WA 7' WA 70 1/2' N/A 10' N/A 8 1/2' N/A 7 (70P/801646 WA N/A WA N/A WA WA 12' 8' 12' 72' 72' 8' A' 8 UN 12' 11 14/4 8 (16P/807104 72' N/A 72' N/A N/A N/A 12' N/A WA N/A N/A WA 72' 14/4 72' N/A 12' 14/4 9 (MP) 72' 5' 12 42' WA WA == ii - WA WA WA N/A 12' 11' 12' 7 I/2' 72' 7 I/O' 9 (0817014) N/A N/A W4 WA WA WA 19' I2' WA WA 12' 9' 72• 9' WA WA ) I t (MP IY B' 12' I2' N/A WA WA 14/4 WA N/A 72' 10' 72' 7 1/2' 72' 7 7/2' 10 (8077014) WA WA N/A WA WA WA N/A N/A N/A 7 WA 11/A 72' I1' N/A WA WA WA 13 (/0) WA N/A N/A N/A WA WA N/A N/A N/A N/A N/A N/A I2' 6' WA N/A N/A N/A 72 (807751) 12' WA 12' WA WA WA 72° WA 14 ,84 N/A WA WA 72' N/A tY WA 11' WA 14 (!OP) 12' 8' /Y 72' WA N/A 72' 9' WA WA N/A N/A 12' II' 19' 7 1/2' 72' 7 7/2' I44 MOTION) !Y 4 1/2' 12' 9' WA WA 12' 8 7/2' N/A N/A N/A WA 12' 9' 12. 5 I/O' 72' 8 I/O 748 (8077044) If I/' WA 72' N/A N/A 14/4 12' WA N/A WA WA 11/4 12' N/A iY WA f2' WA 72 (MP) 8 1/2' WA 12' N/A WA WA 7 I/O' N/A 78 1/2' N/A WA WA 11 1/2' N/A 47' 14/4 8 1/2' N/S 12 (807781) 11 1/2' WA 12' N/A N/A WA 72' N/A N/A N/A WA WA 12' N/A 12' N/A 72' N/A 12 (818) 8 I/O WA 12' N/A WA 14/4 7 1/2' WA N/A N/A WA N/A 11 1/2' N/A 11' 17/1 8 1/2' WA 454 (BORON) WA N/A 3 1/2' N/A WA N/A 14/1 N/A 17/4 WA 11/4 NA Y N/A Y N/A 3' N/A 158 (1921107) /I 1/2' I7/A 12' WA WA WA 12' WA WA WA 74/A N/A 12' WA 12' WA 19' N/A 18 (MP) 8 I/O' N/A 12' WA WA WA 7 1/2' WA WA WA N/A N/A 11 7/2 N/A 11' WA 9 1/2' N/A 784 (807104 3' W • 1/2' WA N A WA 3' WA 14/4 N/A WA WA 4' N/A 4' WA 4' N/A 188 (Gnaw) 4984 -830 9' WA N/A N/A 8' .. WA A' N/A N/A N/A 8' W A 4' N/A N/A WA WA WA 2 (i5+) 9'-0' M 10'-0' • 6' S 1/3' WA N/A 8' 8' 8' 8' N/A 74/4 6' 8' 8' 8' N/4 WA N/A N/A 2 (8071614) 9 WA WA N/A 4 1/2° W A 8' N/A N/A WA 8' 74/A 2 //' N/1 N/A WA 14/4 WA 6 (MP) 6' WA WA N/A 4 1/2' N/A A' N/A 9 7/2' WA 8' WA 5 1/2' N/A N/A 14/4 N/4 WA 8 (5071614) Y WA N/A N/A • •/' • 2 •N /A• • 6' • WA • 8 7(7• N/A 8' N/A 4 I/2' N/A N/A WA N/A WA 7 (10PACOTO16) I I / 1 W A W A N / A t W A : 24 4 . : 8• • r • •2' 12' 6' 6• 6' 8' WA N/A WA WA 8 (70'/507150 t REV= ANCHOR 9 498.1031460 • 90WN 889I. 1E a FOR 04121-81 249240 S 6 3 ! FOR DRS OPERANON M 8E I7 U= 05811768 WM MI5 DIAN AMI N 721011 i q•f 470D AM EACH ANCHOR 178E AT AP BY 921!01658 • • Fii709 544LL 4167 BE 164 ffi WM. E 0. AC7O11414:0101992-99-01.194•154. OMR ••• •• ••• • AMC 114196 NF4 7E 758PIl5 • - a5' - �} 4 �'" ". 7.m Y i : i e.7 47 • 2 1/2' .71 • • .80 • • .8• • Y .o - - MOOR 718E WA ANCHOR WOMAN DINCOM 470 12 7488014 0660 -FLE4 S54 MAC NA91NE OF 777P -GRP, PM'E OR Pl1EW IF 1308. y0. 8478 -M 25' 50712-SE7 - a5' MII[UM DESIGN PRESSURE RAMC 8W (p.s.f.) AND CORRESPONDING lawsuit ANCHOR SPACING SCHEMER FOR INSTALLATIONS IN COWCRA�&_AND CONCRITE BLOCK S7RUCF • • • • • • • • • • • • • SEPT i "2 ___ / IL E C O Is TOW =11N0 • £N0I/1E2Ae COMPANY s z a (aU.Ou ® 18 Tai- NR SALTER A 0874 A P. FL564 Lm. / 44787 E 0. m EDGE WSTANCE Bidding rammer RENEWED As . 4156 498 Pedal Cale x lv o y 80 PR(M1170REN7m9 98.x 87g(71Oy ivies lb Rata E©6fru3 C49 .6587 45Nn - 0" :AY Es 800 t o _IL3r/ $ee8 F.B.C.(High Veloc)(y Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL L.a DRAWN 86 EASTERN METAL SUPPLY, INC. � PAL R. 9.2407 ash. 1 A•O!<ANI I DM 1 41G t l 6resmr 1 4116 7 I OLD 03-141 4M/45 x/58 0478 05 -078 DA4/P• No SWEET 10 Or 18 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15451041 • 140 11701911 AM 4711 6 Q - 4 742' * ANCHOR IIPE ,0666&6 70 151 rur 110101011 PA187. 1546171 Z• /879AAR 116,788 88776 -6A' 594 C0140 NOM 641.11-01 511 -57 OF TM-67P P.4190461= AMEWA78 PLUS ^.SCAP 1 er 410 0.8 047000 m arcar16 m maw OONCR778 70 744S06a y to 000172112 ro //177090 ro MOMS ro 1NSC.Y m comas 10 104 14 m MOWS 70 WSW " ro O 76 m 8857001 ro Mowry 70 warm ro 00016490E 10 950117 +85.0. -77.0 8' WA N/A N/A J' N/A B" N/A N/A N/A J 1,/r N 2 1/2' N/A N/A N/A N/A N/A 1 (MP) 8 " -0' 0R MSS 12' 5' N/A N/A 10' 8" 12" 7 1/2' N/A N/A 72' 8' 9 7/75' 9 1/2" N/A N/A N/A N/A 1 (8011075) 72' N/A N/A N/A 70" . N/A 72" N/A N/A N/A 72' N/A 9 7/2" N/A N/A N/A N/A N/A 2 (TOP) 12" 5' N/A N/A 10' 8" 12" 7 1/2' N/A N/A 12" 6 1/2" 8 1/2" 9" N/A N/A N/A N/A 2 (9011071) 72" N/A II/A N/A 50" N/A 12' N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 3 (TOP) 12' 5' N/A WA e' 6" 12' 7 7/2' N/A N/A Jr B 1/8' 9 1/2" 9' N/A N/A N/A N/A J (801100) 72" N/A WA N/A 10' N/A 12" N/A N/A N/A 72" N/A 8 1/2" N/A N/A N/A N/A N/A 4 (7UN') 12' 5' N/A N/A 8' B 12' 7 1/2' N/A 71/A 72' 8 1/2" 9 1/2' 9' N/A N/A N/A N/A 4 (8011014) 12' N/A N/A N/A 8` N/A 72' N/A N/A NA 72" N/A 9 1/2" N/A N/A N/A N/A N/4 8 (ram) 12' 4 1/2' N/A N/A 7" 5" IR B' 1/A N/A 70' 5' 7 1/2" 7 7/2' N/A N/A N/A N/A 5 WHIM) 7' N/A N/A N/A 4 7/2" N/A 8' N/A N/A N/A 7 11/A 5' N/A N/A N/A N/A N/A 6 (70P) 7 N/A N/A N/A 4 7/2' N/A B' 11 9` 1/A 7' N/A 5' N/A N/A N/A N/A N/A 8 (9017075) 6' N/A N/A N/A 4" N/A 5 7/2" N/A 8' N/A 6' N/A 4 1/2" /4/A N/A N/A N/A N/A 7 MP/BorroM) N/A N/A N/A N/A N/A N/A 12" 8' 12' 11' 12' 6" B' 8' N/A N/A N/A N/A B (107/80744) *85.0. -720 6 1/2' N/A 72' N/A • WA N/A 8' N/A 9 7/2" 11/A N/A N/A 9" N/A 9 N/A 7 1/2" I1/A 7 (ToWee 107) 8'-0' OR LESS N/A N/A N/A N/A N/A N/A 12" B" 12' 12" WA N/A 12" 8' 12' B' N/A N/A It (TOP) 12' 5 1/2' I2" 10 I/2' N/A N/A 12' 8' 12" 12' N/A N/A 12" 9 1/2' 12' 8 7/ " 12' 7' 11 (5017011) +B20. -73.2 B' N/A I N/A N/A 6' N/A B' N/A 12' 12" 8' N/A 8' N/A N/A N/A 74/A N/A 2 (MP) 2 M 10' -0' • 8" 5' 14/4 N/A 8' 5 1/2 6' 8" N/A N/A 6' 6' 6' B' N/A N/A N/A N/A 2 (80144) 8' N/A N/A N/A 4' N/A 6" N/A N/A N/A 6" N/A 5' N/A N/A N/A N/A N/A 6 (771) B' N/A N/A N/A 4' N/A 8' N/A e' N/A 6' N/A 5' N/A N/A N/A N/A N/A B (90/!01/) 8' N/A WA N/A 5' N/A 8' N/A B" N/A 5 1/2' N/A 4• N/A N/A N/A N/A N/A 7 MP/BOTTOM) N/A 17/A N/A N/A N/A 17/1 6' 8' 11" 12' 6' 9' B' 8" N/A N/A N/A N/A 8 (MP /8070M) N/A N/A N/A N/A N/A N/A N/A N/A L 12' 12' N/A 14/1 N/A N/A N/A N/A N/A N/A 1 (801104) f0 (107) If (199/90170m) • ED REDUCE INOR 8 40171 S 1 67 i G1 T F�C7 AR IPI 1'W7 J / iLCE • ' fl ___ • (77 011 MINOR BP 904 975 7RB.J 5117 raw k7R 1 1 M PD'a�LE fSDUI!'D 1 0 1*59 *aTIA sal P.!T Bt • • MS 9047 10. 001 9r01f010 JNMMO MR 5101 MINOR 1176 AT Mra(081 • • • • .481114 E Q ANCHOR IIPE 7O. Aim 941140 1065V6 - • • • • • 4 1 tow zme �L A 0 ZA D ow1-84 gre* av*AND ^.SCAP 1 er OP -QUO .1' .86 .78 .78 140 2 7/2' .71 40 - .80 2' .50 • ••• •••• ••..• -• WAFTUIDt "WPM PPIMIPM RATING V (p.st.) AND CORRESPONDING MAZFJWM ANCHOR SPACING S E DUL$ FOR INSTALLATIONS INTO CONCRETE AND COMMIE MCC STRUCPUR$,,' • • • • • • • • • •• • • • • • • • • • • • • • •• •••• • •• • • • • • • •• • DirdiDREASEDI - gyp 1 5 2095 / ECOINO.\ 7011 IMINEXMAMp8� COMPANY a0 18u+•> tmis/r -rltln . ra r I.7�R6-e I mst P8- 0008778 NOWA L� 44787 EASTERN METAL SUPPLY, INC. EV PMM WBSTRIZADS OR BEIM. 53407 - r8• E D. IDLE DISTANI11 1tRL1M41 F.B.C. (High Velocity Hurricane Zane) 0.050" BERTHA ALUMINUM STORM PANEL PROBIXTRENEWED sa=ini ea NW" AsegeseroNe o$ — o6LT. o fin L�Q 805.0 8754 05-078 801 80767 11 OF 15 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• • • • ANCHOR IIPE 7O. Aim 941140 1065V6 0 -067 . 117017.YATE 86 PANQMA76 PLI1S ' ow1-84 24' Souo-581 15" WAFTUIDt "WPM PPIMIPM RATING V (p.st.) AND CORRESPONDING MAZFJWM ANCHOR SPACING S E DUL$ FOR INSTALLATIONS INTO CONCRETE AND COMMIE MCC STRUCPUR$,,' • • • • • • • • • •• • • • • • • • • • • • • • •• •••• • •• • • • • • • •• • DirdiDREASEDI - gyp 1 5 2095 / ECOINO.\ 7011 IMINEXMAMp8� COMPANY a0 18u+•> tmis/r -rltln . ra r I.7�R6-e I mst P8- 0008778 NOWA L� 44787 EASTERN METAL SUPPLY, INC. EV PMM WBSTRIZADS OR BEIM. 53407 - r8• E D. IDLE DISTANI11 1tRL1M41 F.B.C. (High Velocity Hurricane Zane) 0.050" BERTHA ALUMINUM STORM PANEL PROBIXTRENEWED sa=ini ea NW" AsegeseroNe o$ — o6LT. o fin L�Q 805.0 8754 05-078 801 80767 11 OF 15 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• • • • ALTERNATIVE 2 ALTERNATIVE $ •• •I • • • • • •• • �as>� rJ4a • • IBO0N7M0F ►u - 'r " • • • • • •• • • 1 • LAO SWOPS WEI= PERORATION 7 MIL( 7 E1TS7dYd wx° Marfd lA 1----7-? 1 Ill WOOD NFMER ma MOMS FOR ID CAN ALTERNATIVE 4 ALTERNATIVE G NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING £ECITONS CAN BE COMBINED • IMAN0 WAY WO SUS ATb INSIRRAROM • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • •• •• • • 1/4' -10 IS =TS w/ 7/8" O TNT � 011' 0s 7 • 6• a TAO A W/ 1/1 den. 08027008 PENETRARIIN • 70001O111 OF PLATE •• .• . . .� NOTES: 7. INSTALLATIONS ARE ONLY VALID FOR DEMON WIND LOADS UP TO +85.0. cat) dwD PANED LENOA4S UP TO 9 EXCEPT AS NOTED. 2. NE* 1' x B/ P. T. I4 Of S$JTh!RN FINE Na '1, SURFACED DRY YAM 19 X M L C. W/ SPECMCSEvSTIr OF 0.55. • ..•FOR Ia WODD E : WOOD MEMBERS TO BE SOUTHERN *Intl fJ 2 •w/ SP : OF 0.55 OR EQUAL. ALTERNATIVE 7 WALL MOUNTING INSTALLATION$ SECTIONS A SCALE : 1/4 m r Ws INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IL ECO Me. nLTFT T69MN0 0 OYB/ O02NE00 C am a .t�t - esT 14 T �,-n .mn SEP - T V 2005 WALTER A. TAUT RONDA Ue. / 44/67 wineveriteraverto ALTERNATIVE 9 DdattCada ,,. Date , ; /,L 0.050 B07THA ALUMINUM STORM PANEL 111 =:= am 0 .433' 0. D. x .BS.' LONG BRASS MISH1142 w/ 1 /4' 0-10 x 19.££0S0 11' 0. a FOR SPARS UP TO 5=9' ANO 0 B' a O. FOR SPANS LIP 70 0' Mac OR ' 1/4/4' PAN/g 7E 0 12' 0, T1 77/ PERETR FOR SPAN RIP 0'. 0 Mmwf01N OF PLATE 421' a a x B.TS' LONG MASS w/ 1/4 0-20 • 1'£27 S. 1L S. • 11' as FOR SPANS UP T s NO P 8' a a FOR SPARS UP 70 9 -0' "— OR 1/4' 0-20 am Ilwte ate PANEL MATE 0 72' a a W/ Lye' 20. P2E7R01011 FOR SPANS UP TO 11 . F..B.C.(Hdgh Velack, Hurricane lone EASTERN METAL SUPPLY, INC. Mows ma 8597 Meld R. ? •e °m 1 0101010. 1 PRODUCT REVISED ao complying vita) O•Plorkla rkiev c/2e Accep,rget Tae 0 - 7- .4 k £r . ase ti ° • .711L;b1 Z.00$ 1.0. 09250 Btt . 05 -078 08*01110 No 27667 12 OR Is WOOD TRUSSES 00 R47ER 0 24 0. C REWIRED (71.1 3 4 0e' 0.0. s0 some TO 0AS4 ALTERNATIVE 9A 17/ter r J/!2 SW RUT 0 E STUD n Cont. 7. 1/4'4 LAG SCREWS e4 a. W 7 7/2A4n. Al TFRNATIVEV 2' r 6' WOOD OEM REQUIRED (NO FRESH ALLOWED) 7'r � rum 0/ WM: f 7408 JOIST. LOCATE $082W AT A00Y1/07H OF DOTING WOOD ARADIER (2' Mk. A72U A T/IITR) 1=2" Wm. PETS7AATION CEIUNG & FLOOR MOUNTING INSTALLATION$ SCALE : T /4' 1' NOTE FOR COMBINATION OF SECTIONS: W�.. FLOOR/CEILING MOUNTING SECTIONS CAN M ANY WAY TD sNP4)uvrvisT • • • • • • •074 TRUSSES OR 407ER 0 24' 0. 0. REARM NTS: 7. INSTALLATIONS ARE ONLY VALD FOR MOON WI1410 LOADS UP 70 +65.0. -72.0 par AND PANED LENIN7 UP TO Ira Em T AS NOW. • 2 NEW 2" x 6' A. T. OD BE MAIM PINE A89 2, 7UI ACED tY 2771: IS $ 0 M. L, OF 0.88. • W F / � BPEOS10 MOM • 7p,p 'At, 3. FOR NEW W/ SPL T AGS! TO B£ • '� • '.•^ °rrP • ;EIN NNE F YI /.il / /IY� % / //I 111.111111111 rte :, — o L . ALTERNATIVE I Q • • ALTERNATIVE f 1 • • ,INS&4LLATION DETAILS ON EXISTING WOOD BUILDINGS 4%-20 SS TS W J /32' 0 1 7 0. 4" ° LAO 28 6 . 0. 0. W/ 7//2 LEA. 0 M 9 OWHI OF 6 0 A QDYDDTN OF P7A75 ALTERNATIVE f2 * * VALID FOR Molt. +83.5, -63.5 par. IL ECO INC.\ TILT T6S7/AH1 • £VOLVETW0 00HIPA44Y a� M � f>�WrBf= a�' O�R� es SEI� ft 2D05 WALE 114-0005712 A MTJA RAM Ur. / 44167 WALL MOUNTING INSTALLATION SCALE : 1/4' = 7' TROKILIMENEWIS a am a tie 6Mrth Aemeatte Nod E=pladelB®a • ;)L ALTERNATIVE 14 PB07llc7 ke'ASEYT 68 24 !05/76w118 e6s Florida Gatiting agespwAKa Ph) 124?Sr :, :MST Zo Welts F..B.C.(High Velocity Hurricane Zone) c0. SRAM 877 4 8018 05 -078 Am r maw OXMAY t .11111 80 ' I SHEET 13 09 13 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 010040400 DR. WES � MCA FL 7 7 18/88./,681 I ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •0 •• • • • ••• • • • ••• • • • • • • • • • •• •• • • 1/4"0 S.S LAC SCREW 04'00 11 '(0s THREADED SEE SCHEDULE FOR AEA. SEPARATION 70 MASS Cont. ALTERNATIVE 11 1 AL> L7E LEO 2' x WOOD DECK (NO FINISH 7/6', x J/32 WINO MIT MOM MID • lr a s 1/4'71 5 54. 4.40 550074 WA' se. W n 1 0, 1/2' 1W. ALTERNATIVE 16 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE: 1/4• = Y WOOD SPAY NEL1Nl STRUCRNR L AO£OLMer OF ETOOTINO WOOD BEAM It) RE MITRED 07 RETES7ERFD DOWER 10 STATER RSTALIARON. • WOOD /ffi1DE4 REVERED WOOD PLATE 7 34 080180 r. emirs 0 Tr 0.0, Max. REM) t /4 ELM mots PANELMATE TV& ANCHORS 0 4 7/2' 00 70 Exuma PLYVATOD /QOfE FOR c / DMOINATION OF SEC770742& L 00 nb r7 MOUNTING AIVI STALTA77 • • • •• • •• • MORMON RMON II I I I I I I Tr V I I NOTES 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS 077 TO #85.0, -85.0 PST AND PANELS LINSIOLS 01 was 8'-0', T •S•807E0. • 2. NEW 2' x 6' P. T. 70 8£ DL 86 ERN IA7E No. 2, SA PACEQ tRY WTI: • • 19 * M. M. C. W/ SP • , a =' IIY F 0.51. J. FOR NEW WOOD FRAME s' : ' 770No tMBF� 1 19 5 • NNE No. 2, W/ 5PECNFlC ,•a OF OR L. • • • • SEE SCHEDULE 70R Mtn. TO LASS EXISTAVO &S IM STEEL ANGLE LINTEL AS APPLICABLE MUCK 5fit OCeeL kiln. 1/2' PLYWOOD Demo RE077 047') W/ mon= BRICK SILL TO MIN AS MT SECTION NOT OW OE SOUD1 FL 83BDRb CODE ALTERNATIVE 17 * * VALID FOR Max. +63.5, -63.5 psf. BUILD —OIJT INSTALL44TION SCALE : t /4 - 7• �I L DETAILS ON EXISTING • ritalatteranEwm slawallirhawatealusg LYoe;_, . _ ,� : /j1/41 ° I3 • • CGIRSsi 1/4vx8 ELCO mote AWELVAIE WAS ANDEORS e fin. DO ED -- r r� 71170 WOOD HEADER. 7/4' 0 -20 x .1r4 801.75 W/ 7/8 x 5/Jr ROT 1Aff RE WOOD BUILDINGS 7 /4' LAG SOTEY/S • 6' 0. a TW/ klerii:traNn. 70 088RNB WOOD HEADER. 4' , LA0 0 8' a a W/ 181 0 IIILAWITIN Or PLATE ALTERNATIVE 1871 * iL ECOu0.\ 71107 resume a 0N2040 840 COMPANY wg a tats L a M>7M O W '°" MM mum 4 47 6 7E T ALTERNATIVE 188 * WALL MOUNTING INSTALLATIOMS SECTIONS 1 41 * VALID FOR Mox. +635, -6.15 psf. SCALE : 7 /4' = 1 • � 4 • ,xreiA0 *7088 0 6' 0. a 8/ 1 27/J2' Mk. P087RATION e 1 OF PRATE 0110 ORLY RFIAOYA01 PANEL P 8/ SOE10740 BOLTS A4 2) 7D t 77 U Mrs HOLES AT 0 8' 0.0 a FASTENED At REAR W 7/BYu7 /32 WINO MIT 0 085 SIDEWALK BOLE r /4' LAG SCREWS 0 6' a a W/ t i ' TIO R67EIO MOD MOM DOOMS OW. I?ISTALLAT!ONS VALID FOR PANELS (1) USED OINTLY WITH INTERIORLY REMOVABLE PANELS ris SOW F.B.C.(H1gh Velocity Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4285 1857ADAIS WE WEST PALM 110404 A. 25407 . a5 La MANN HO 4/48/06 617E 05 -078 mom rto x o0 ehf11 I . . I - SHUT 14 Or 75 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1/4'• SS LAO SCREW O 4' a.c. w/1 7/2' 01801OED PD SEE SCIIEDUIE RR WA sEpNclrot 10 clASS WOJI rre ' 0 Q O 7/8' I • J/J7' WINO NUT 0 LIMY 8105 0 12'O. O SEE SOMME FOR kW. SVARACON TO � LtPr aI SEE SCHEDULE FOR AEA TO WASS coc. ALTERNATE LEO LOCAT Cart. ALTERNATE LEO LOCATION L, Cent QI MEM 1111 1/411 LAC SCREWS • 4' 11/1 1/2' MN WEAVED PENETRATION 1 /4'0 SS LAO SCREW • 4' ac W/1 1/2' MtlL TREADED M141708 WOOD STRUCTURAL ADEQUACY 8 WOOD 8Y =MEM SWEEP DR ARCHITECT PRIOR T) SHUTTER A57ALLA770N. 2' r 6' 800 DEW REOURED 1/414 t42 SCREWS 0 2' ex. DP 1/2' AWN. THREADED PENE184170N ALTERNATIVE 194 ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4' . 1' • • ••• •• /NW Or O.c• • • • • • • • tOWL2- A1ISTALtA7WNOFt� x • • • • 01271.41.2 BOLTS 0 DYABLE • • • • • • • sure r• a R' SEP 1 0--iggi • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •0 •• • • • •• •• ••• • • • ••• • • li- ALTERNAIIVFLY, TRACKED WY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE SA, SHEET 13 OF 15. 7/8' 0 r 3/52' WW1 EUT O EVERY STUD • 12' 0. BOW DOW =NW INTERIORLY RETAINABLE PAR61. 1 W/ =WALK BOLTS 0ET 2) TED 10 / THRU 5/8'W 1/4 O LAD SCREWS • 4 1 /2' ma. HOLES AT • • 6' O.c & FAMED REAR w 7/B'0r3/32 WAY' NUT 0 EVERY SIDEWALK BOLT. NOTE FOR COMBINATION OF SEC770NS: !OWNED A'G MOUNTNO SECTIONS CAN BE • • • WAY 70 SUIT ANY INSTALATION. 1/4'0 SS LAO SCREW • 4EW //� 11/1 1/2' W M TREADED PENETRATION ALTERNATIVE 20A CEILING & FLOOR MOUNTING INSTALLATION$ IPROStrragrasmagoi Aa7AY�l E7La1? SECTIONS 2Q AaapfNen Pie 0 Amsy NORM 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN KM LOADS UP 70 +85.0, -540 pat 4110 PANEL'S LEND 1S UP TO 9'-0" 1 2. PIE r AB T. TO BE SOUTHERN PPE No. 2, SURFACED DRY wry 19 VIAL ! w/ SPECIFIC DEVS17' OF 0.55. FRAME CONSTRUC7M8 woo MEMBERS 70 BE SOUTHERN SPECIFIC DENSITY OF 0.55 OR EQUAL 9. FOP . Cant 7 UT x J/J1' EVERY STUD • 12' 0. a 1/4'0 SS LAG SCREW O 4 6t O W/} 4r 6' Li ADEOLLACY WOOD BEAM OF EXISTING WOOD SEW TO 9E CENTRED ITY MEMO ro �T issrAllAntst I +) 1 a 1 880 OWN RECLINED 2t1EA27RLY REMOVABLE PANO.QI w/ SIDEWALH B0L75 DETAIL 2) IED IN 1712u Ciro AT O 8' 0.6 O FASTENED AT REAR • 7/a.r3/32' WIN". NUT O EVERY 5068278 RU►. SCALE : 1/4' ■ 1' IL E C O INe. 17.UT TOWN t ENDINEBRWO COMPANY 61321 KR ae. A IDL• Nee. , 1D i,6N WALTER A 7RUT Jr. P. E RONDA Lk / 44187 1 807085741 TO MASS LAWN 2 7 ff, O NUT • IM ELFRE STUD • 12' 4 4 ALTERNATIVE 208 Division INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r r5' WOOD DECK REWIRED 1/4'0 1610 SCRWS • 2' AA 8/1 1/2' WEL MEWED PENETRATION moat= REVISED &kiln Cale Mcgmaaca 7Ye 0S >a Lmn 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WOMAN DR. WST PALM EOM FL .27407 • or 8 F.B.C.(FIgh Ve/ocly Hunicono Zone La DA WN 4/29 05 -078 Mt If 0 40114 F Sat WARM No � La0 tII-N/ e o MI6 I•{2a 1 ; I - T 807 IS Of /5 . RODRIGUEZ PROFESSIONAL DESIGN CORP. C.A. #27469 :7141a, 244 I NW 13 st #96 MIAMI, FL 33125 ANSWER TO STRUCTURAL : PROJECT: BUTLERS' RESIDENCE 500 NE 102 STREET MIAMI SHORES, FLORIDA 33138 WILBER RODRIGUEZ P.E. No. 65688 1- North arrow has been provided. 2- Double joist have been set to support the outlookers. 3- Section mark 3/S -1 was corrected to 3/S -2. 4- New steel beam is identified on Roof Framing Plan. 5- Calculation of steel beam was corrected for 21plf self weight and is attached. TEL. # (305)364 -8466 FAX # (305)368 -4710 0'01421 • RODRIGUEZ PROFESSIONAL DESIGN CORP. C.A. #27469 F�Y 244 I NW 13 5t #96 MIAMI, FL 33 125 STRUCTURAL CALCULATION: PROJECT: BUTLERS' RESIDENCE 500 NE 102 STREET MIAMI SHORES, FLORIDA 33138 TABLE OF CONTENTS TITLE PAGE 1- STEEL BEAM DESIGN 1 to 1 WILBER RODRIGUEZ P.E. No. 65688 TEL. # (305)364 -8466 FAX # (305)368 -4710 LOCATION Qw O'b fun Tt Tw Tb fuv Flange ±15.13 ±10.98 ±26.11 0 0 1-0.81 ±0.91 MIDSPAN Web 0 ±3.07 ±3.27 Flange 0 0 0 13.30 0.66 ±0.82 14.78 SUPPORT Web 8.31 ±3.10 11.41 MAXIMUM ±26.11 14.78 CHECK TORSION TO W8X21 STEEL BEAM: Flexural properties: Ix= 75.3 in4 Sx= 18.2in' tf= 0.375 in tw= 0.25 in Qf= 4.03 in' Qw= 10.20 in' From steel beam design: Distributed Load W = 639.38p1f Self Weight =21plf = 21.0plf Total = 660.38p1f Bending Stress: Mu= 12 x (639.38 x 1.5 + 21x 1.2) 11.63 8 = 199,694 in-lbf Vu = (639.38 x 1.5 + 21x 1.2) x 11.63 / 2= 5,724 Ibf abx = Mu/ Sx= 199,694 in-lbf/ 18.2 in' = 10,972 psi Tbf = Vu X Qf/ (Ix x tf) = 5,724x4.03/(75.3x0.375) = 816.92 psi Tbw = Vu x Qw/ (Ix x tw) = 5,724x10.20/(75.3x0.25) = 3,102 psi Summarizing stresses due to flexure and torsion CHECK DESIGN STRENGTH: cpFy= 0.9 x 36,000 psi= 32,400psi > 26,000psi OK 90.6Fy= 0.9 x 0.6 x 36,000 psi= 19,440psi > 14,780psi OK PAGE No. 1 OF 1 4 Date Company Name : Address City State File Location: MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Wall Leeward Walls Side Walls 8/11/2009 Rodriguez Professional Design 500 NE 102 ST Miami Shores Miami Shores Florida, 33138 Project No. • Designed By • Description Customer Name : Mr. Mrs Butler Residence Proj Location : C: \Program Files \MECAWind \isabella 500 ne.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 47.10 ft Main Wind Force Resisting System(I4WFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg - GCpi = - 0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Top Elev Sot Elev Kz ft ft 13.70 3.70 0.85 1.00 46.32 23.16 39.84 10.00 .00 0.85 1.00 46.32 23.16 39.84 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) MFRS-Wall Pressures Parallel to Wall Cp Cp -0.43 -0.70 Kzt qz pef User Input 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 5 : 12 11.00 ft 13.70 ft 1.50 ft - 0.25 0.25 - 0.60 - 0.25 - 0.60 0.80 +GCpi(psf) - GCpi(psf) - 25.18 -8.51 - 35.90 -19.22 Cp +GCpi(psf) - Windward Wall- Total Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft Ridge +GCpi(psf) Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= - 18.18 1.51 - 31.96 -9.84 - 23.62 31.50 48.34 8.4 15.6 48.34 31.2 213.7 - GCpi(psf) -1.51 18.18 -15.29 -9.84 -23.62 31.50 - GCpi(psf) = Building = C No = 1.00 = 900.00 • 1.00 • 0.65 = 500.00 • 15.00 = 22.62 = Gabled • 8.30 = 2973.00 64.10 Elev' ft ft ft Deg ft ft^ ft A Leeward Walls -0.50 Side Walls -0.70 -28.03 -11.35 -35.90 -19.22 Top Elev Bot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 13.70 3.70 0.85 1.00 46.32 23.16 39.84 51.19 12.1 22.5 10.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 45.0 307.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) - GCpi(pef) 0.0 ft to 5.5 ft 5.5 ft to 11.0 ft 11.0 ft to 22.0 ft 22.0 ft to 47.1 ft -0.90 -43.77 -27.10 -0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf Window 1 5.00 4.40 22.00 4 0.940 -1.040 51.860 - 56.492 Window 2 1.50 3.00 4.50 5 1.000 -1.400 54.661 - 73.190 Door 1 3.10 7.16 22.20 4 0.939 -1.039 51.828 - 56.460 Window 3 7.10 5.25 37.28 4 0.899 -0.999 49.986 - 54.619 Window 4 1.50 3.00 4.50 5 1.000 -1.400 54.661 - 73.190 Window 5 4.60 4.25 19.55 4 0.949 -1.049 52.279 - 56.911 Window 6 3.00 4.25 12.75 4 0.981 -1.081 53.798 - 58.430 Window 7 2.30 4.10 9.43 5 1.000 -1.400 54.661 - 73.190 Sidelite #1 1.60 7.00 16.33 5 0.962 -1.325 52.918 - 69.704 Door 2 4.60 7.00 32.20 5 0.910 -1.221 50.506 - 64.881 Sidelite #2 1.60 7.00 16.33 4 0.962 -1.062 52.918 - 57.550 Door 3 4.60 7.00 32.20 4 0.910 -1.010 50.506 - 55.139 Door 4 4.60 7.00 32.20 4 0.910 -1.010 50.506 - 55.139 Window 8 3.35 5.00 16.75 4 0.960 -1.060 52.828 - 57.461 Windowl0 3.30 4.16 13.73 4 0.976 -1.076 53.535 - 58.167 Windowll 3.30 4.10 13.53 5 0.977 -1.354 53.587 - 71.042 Windowl2 3.30 4.16 13.73 5 0.976 -1.351 53.535 - 70.938 Windowl3 3.30 4.10 13.53 4 0.977 -1.077 53.587 - 58.219 Windowl4 2.80 2.80 7.84 4 1.000 -1.100 54.661 - 59.293 Windowl5 1.50 3.00 4.50 4 1.000 -1.100 54.661 - 59.293 Windowl6 3.30 4.10 13.53 4 0.977 -1.077 53.587 - 58.219 Windowl7 2.30 4.10 9.43 4 1.000 -1.100 54.661 - 59.293 Windowl8 2.30 4.10 9.43 5 1.000 -1.400 54.661 - 73.190 Windowl9 3.30 4.10 13.53 5 0.977 -1.354 53.587 - 71.042 Sidelite #3 1.33 7.00 16.33 4 0.962 -1.062 52.918 - 57.550 Sidelite #4 1.33 7.00 16.33 4 0.962 -1.062 52.918 - 57.550 RODRIGUEZ PROFESSIONAL DESIGN CORP. C.A. #27469 244 I NW 13 st #96 MIAMI, FL 33 125 TITLE STRUCTURAL CALCULATION: PROJECT: BUTLERS' RESIDENCE 500 NE 102 STREET MIAMI SHORES, FLORIDA 33138 TABLE OF CONTENTS 1- WIND LOAD DESIGN 1 to 6 2- STEEL BEAM DESIGN 7 to 11 3- WOOD MEMBER DESIGN 12 to 12 3- EXISTING FOOTING CHECK DUE TO UPLIFT FORCE 13 to 14 4- NEW TIE BEAM DESIGN 15 to 17 5- EXISTING TIE BEAM CHECK 18 to 18 wit/0i WILBE ' RODRIGUEZ P.E. No. 65688 PAGE TEL. # (305)634 -8466 PAX # (305)368 -4710 Description: 500 NE 102 St. MIAMI SHORES Analysis by: Type of Structure Height/Least Horizontal Dim 0.33 Flexible Structure No Description: 500 NE 102 St. MIAMI SHORES Analysis by: Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, 11 1, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 10.16 ft Ridge Height (RHt) 15.58 ft Mean Roof Height (Ht) 12.87 ft Width Perp. To Wind Dir (B) 38.92 ft Width Paral. To Wind Dir (L) 61.08 ft WINDO5 Detailed Wind Load Design (Method 2) per ASCE 7-05 . FL 33138 Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 1 9.500 zg = 1 900.000 At = Bt = Bm = Cc = 1= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust1 !For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust Factor Category W RlgidStructureS -Complete Analysis 15.00 Zm Izm Lzm r(zm/33) (1/(1+0.631(Min(B,L)+Ht)/Lim) 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7 Gust Fact�SUmmatY G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Q Gust2 400,0001ti:4010.4.4010.R19104#40:00*44,110 0.851 Zmin Cc * (33/z)"0.167 0.2281 427.06 0.9258 0.8860 ft ft 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi 0.00 0.00 0.55 -0.55 0.18 -0.18 Max + 1 Max- Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings 1 0.18 1 -0.18 8/7/2009 PAGE No. 1 OF 18 Varlable Forruula `Value. Unitg`. Kh 2.01 *(15 /zg) "(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)"2 *I *Kh *Kht *Kd Comp & Clad: Table 6-3 Case 1 46.32 0.85 psf Khcc Qhcc .00256 *V "2 *I *Khcc *Kht *Kd 46.32 psf WINDO5 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Roof, Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for`., to .38.92 ;ft Face uns maybe req cf for ot )440(i dirOOlons Leeward Walls (Wind Dir Normal to 38.92 ft wall) Leeward Walls (Wind Dir Normal to 61.08 ft wall) Side Walls Elev 0 15.58 15 Kz 0.86 0.85 Kzt 1.00 1.00 qz Ib /f A2 46.69 46.32 Pressure (Ib/ft" 2) Windward WaII* +GCp1 23.41 23.16 -GCpi 40.09 39.84 Figure 6 -6 - External Pressure Coefficients. Co Loads on Main Wind -Force Resisting Systems (Method 2) t *I� • i i *, lllll�l um M IMI N Mil M El ~ 11111 N - M Ill M I Hail: Pres su C,oefficients s }Cp Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cq 0.8 Roof - Wind Normal to Ridge (Theta > =10) - Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) L -0.39 -0.50 -0.70 -23.54 -28.03 -35.90 -6.87 -11.35 -19.22 for Wind Normal to 38.92 it face -0.36 -22.62 -5.94 0.14 -2.93 13.75 -0.57 -30.73 -14.05 -0.36 -14.28 -14.28 -0.57 -22.39 -22.39 8/7/2009 PAGE No. 2 OF 18 Wind Pressures on Main Wind Force Resisting system Surface GCpf +GCpi -GCpi qh (psf) Min P (Psf) Max P (psf) 1 0.52 0.18 -0.18 46.32 15.58 32.26 2 -0.69 0.18 - 0.18 46.32 -40.30 -23.62 3 -0.47 0.18 -0.18 46.32 -30.04 -13.37 4 -0.42 0.18 - 0.18 46.32 -27.58 -10.90 5 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.78 0.18 -0.18 -0.18 46.32 46.32 27.80 -57.90 44.48 -41.23 2E -1.07 0.18 3E -0.67 0.18 -0.18 46.32 -39.53 -22.85 4E -0.62 0.18 -0.18 46.32 -36.97 -20.29 WIND05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Roof - Wind-- ,Parailelkto Ridge (All Theta) ,- for Wind Normal to 61.08 ft face -15.43 -43.77 -43.77 -28.03 -20.15 Dist from Windward Edge: 0 ft to 25.74 ft - Max Cp Dist from Windward Edge: 0 ft to 6.435 ft - Min Cp Dist from Windward Edge: 6.435 ft to 12.87 ft - Min CF Dist from Windward Edge: 12.87 ft to 25.74 ft - Min CF Dist from Windward Edge: > 25.74 ft -0.18 -0.90 -0.90 -0.50 -0.30 1.25 -27.10 -27.10 -11.35 -3.47 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients. GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) "(2/Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V)"2 *ImpFac *Kh *Kht * Kd Angle of Roof 0.85 1.00 46.32 18.4 Deg Transverse Direction Longitudinal Direction Torsional Load Cases * p = qh * (GCpf - G Cpi 8/7/2009 PAGE No. 3 OF 18 Component Width _ (ft) Span (ft) - Area (ft^2) Zone GCp Wind Press (Iblft°2) Max Min Max Min JOIST 1.5 12.16 _ 49.29 1 0.36 -0.83 25.08 -46.82 OIST 1.5 12.16 49.29 2 0.36 -1.35 25.08 -71.04 OUTLOOKER 2 3 6.00 2H 0.50 -2.20 23.16 - 101.91 ALL 1 8 21.33 4 0.94 - 1.04 51.97 -56.60 EXISTING RAFTER 1.33 9 27.00 2 0.41 -1.48 27.50 -77.10 WINDO5 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Flours 6 -11 - External Pressure Coefficients. GCa Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.892 = => 1 Note: * Enter Zone 1 through 5, or 1 H through 3H for ovemangs. Note: *"'"'"' Calculations have been adjusted to comply with ASCE -7 a Hipped Roof 7 < Theta <= 27 3.89 ft data ent line to receive a help Screen 8/7/2009 PAGE No. 4 OF 18 WALLS AVERAGE PRESSURE HEIGHT (ft) MOMENT (Kips- ft/ft) FORCE (Lbs/ft) @ Reaction F2 (Lbs) Reaction F1 (Lbs) WALL _ Cladding -77.10 10.25 -1.01 LUS28 0.43 ROOF MFWFRS -28.03 MFWFRS -35.90 WINDWARD LEEWARD SIDE WALLS - 143.63 - 183.99 2.00 - 287.26 _ - $183.99 COMPONENT ANCHOR CAPACITY ANCHOR TYPE CHECK COMBINATION REMARKS UPLIFT (Lbs) F1 (Lbs) F2 (Lbs) JOIST 1115 OUTLOOKER - 101.91 LUS28 0.43 OK OUTLOOKER 1450 340 725 METAl2 0.44 OK 1115 LUS28 0.27 OK COMPONENT NET WIND UPLIFT AVERAGE PRESSURE NET. UPLIFT (Lbs) GRAVITY LOAD (Lbs) GRAVITY REACT. (Lbs) JOIST - 52.33 - 477.21 5 501.60 OUTLOOKER - 101.91 - 581.46 - 305.73 55 330.00 165.00 OVERHANG (ft)= 1.5 WINDO5 Detailed Wind Load Design (Method 2) per ASCE 7 -05 WOOD TRUSSES USING: Number of roof members (WINDWARD) Width Peru. To Wind Dir (B SIMPSON STRONG TIES CONNECTORS 38.92 29 Number of roof members (LEEWARD) Mean Roof Height (Ht 26 12.87 PAGE No. 5 OF 18 Page No 5 of WIND LOAD DESIGN: T.O.B. 1 1111 III Existing rafter reactions: Rafter length= 23.25ft Rafter distribution =l6 "= 1.33ft Net wind uplift= 67.10psf Gravity load =55psf REMI 6r -1 FLOOR PLAN 6V -1 ELEVATION __ NM MI NMI Uplift reaction= 67.lpsf x 1.33' x 23.25 /2 = 1,0381bf Gravity reaction= 55psf x 1.33' x 23.25 /2 = 850.41bf Torsional moment= (850.41bf / 1.33') x 3.75 " / 12= Torsional moment= 199,81 in-lbf/in 1 PAGE No. 6 OF 18 STEEL BEAM DESIGN Roof Gravity Load= 55psf Roof members span= 23' -3" Steel beam length= 12'-10" Distributed load in the new steel beam: w= 55psf x 23.25' /2 w= 639.38p1f EXISTING 2 "X6" ROOF RAFTER ®16" O.C. A38 STEEL BEAM EXISTING 2"X6" CEILING JOIST ®16" O.C. XISTING 11 BEAM AND WALL TO BE DEMOLISHED AFTER STEEL BEAM AND WOOD CONNECTORS ARE IN PLACE NEW PROPOSED SECTION ABOVE DEMOLISHED WALL A36 STEEL BEAM NEW LOADS OVER STEEL BEAM EXISTING OVERHANG TO BE SAW CUT 1 07 J 0 EE EXISTING WALL TO BE DEMOLISHED I I i O E ;IS NG 2 R FT RS 0 " 6 " 0 . . RI GE a a i I 11���Ei� 1 / I I EXISTING ROOF LAYOUT 0 w Z PAGE No. 7 OF 18 STEEL BEAM SIMPLE SUPPORTED DESIGN BEAM LENGTH 12' -10" SECTION TYPE W 8x21 DESIGN VALUES b= 5.27 in P Dead Load 25 psf Fy= 36 ksi tw= 0.25 in P Life Load 30 psf Fb= 21.6 ksi tf= 0.38 in DISTRIBUTED LOAD 139.5 in Fv= 10.8 ksi d= 8.28 in L= 12.83 ft E' 29000 kpsi b /t= 21.08 L= 153.96 in W DL +LL= W (0.5DL +LL)= W LL= 639.38 pif 494.06 pif 348.75 pif Lc= Maximum Umbraced length, in feet, of the compression flange at which the allowable bending stress may be taken at 0.66Fy, Lu= Maximum Umbraced length, in feet, of the compression flange at which the allowable bending stress may be taken at 0.60Fy, FOR NON BOX SECTION IF L >Lc ALLOWABLE BENDING STRESS IN COMPRESSION IS DETERMINED AS THE LARGER VALUE FROM EQUATION ON CHAPTER F1.3 IF BOX OR TUBULAR SECTION, Lc <L , Fb= 0.6 "Fy Lc= 285.4583 in EQUATIONS OF EQUILIBRIUM REACTION A & B= 4.10 kips MOMENT= 0.125WL M1= 157.87 kip -in M2= 0 kip -in I= 153.96 in rr= 1.41 in I/rT= 109.19 Cb= 1 CHECK DEFLECTION Dmax =L/240 0.642 in f= 0.149 in OK rr= 1.41 in Af= 2.11 in2 UNBRACED COMPACT SECTION Fb= SEE ksi BELOW d/Af= 3.93 Lc= 66.75 in Lu= 432.55 in Fb= SEE ksi BELOW Fb= 21.60 ksi DESIGN CALCULATION SHEAR PARALLEL TO GRAIN Sreq =M/F *b h/tw= 7.53 380 / /Fy= 63.33 Sreq= 7.31 in F'v= 14.40 ksi Sx= 18.2 in fv= VXQ/Ixb OK fv= 0.21 ksi <Fv OK PAGE No. 8 OF 18 SECTION PROPERTIES lx= Sx= nc= Ax= 75.3 in4 18.2 in 3.49 in 6.16 in2 ly= Sy= ry= Ay= Qy= 9.77 in4 3.71 in3 1.26 in 3.953 in2 10.20 in3 STEEL BEAM SIMPLE SUPPORTED DESIGN BEAM LENGTH 12' -10" SECTION TYPE W 8x21 DESIGN VALUES b= 5.27 in P Dead Load 25 psf Fy= 36 ksi tw= 0.25 in P Life Load 30 psf Fb= 21.6 ksi tf= 0.38 in DISTRIBUTED LOAD 139.5 in Fv= 10.8 ksi d= 8.28 in L= 12.83 ft E' 29000 kpsi b /t= 21.08 L= 153.96 in W DL +LL= W (0.5DL +LL)= W LL= 639.38 pif 494.06 pif 348.75 pif Lc= Maximum Umbraced length, in feet, of the compression flange at which the allowable bending stress may be taken at 0.66Fy, Lu= Maximum Umbraced length, in feet, of the compression flange at which the allowable bending stress may be taken at 0.60Fy, FOR NON BOX SECTION IF L >Lc ALLOWABLE BENDING STRESS IN COMPRESSION IS DETERMINED AS THE LARGER VALUE FROM EQUATION ON CHAPTER F1.3 IF BOX OR TUBULAR SECTION, Lc <L , Fb= 0.6 "Fy Lc= 285.4583 in EQUATIONS OF EQUILIBRIUM REACTION A & B= 4.10 kips MOMENT= 0.125WL M1= 157.87 kip -in M2= 0 kip -in I= 153.96 in rr= 1.41 in I/rT= 109.19 Cb= 1 CHECK DEFLECTION Dmax =L/240 0.642 in f= 0.149 in OK rr= 1.41 in Af= 2.11 in2 UNBRACED COMPACT SECTION Fb= SEE ksi BELOW d/Af= 3.93 Lc= 66.75 in Lu= 432.55 in Fb= SEE ksi BELOW Fb= 21.60 ksi DESIGN CALCULATION SHEAR PARALLEL TO GRAIN Sreq =M/F *b h/tw= 7.53 380 / /Fy= 63.33 Sreq= 7.31 in F'v= 14.40 ksi Sx= 18.2 in fv= VXQ/Ixb OK fv= 0.21 ksi <Fv OK PAGE No. 8 OF 18 LOCATION aw ab fun Tt Tw Tb fuv Flange ±15.13 ±10.87 *26.00 0 0 *0.81 ±0.91 MIDSPAN Web 0 ±3.07 ±3.27 Flange 0 0 0 13.30 0.66 ±0.81 14.77 SUPPORT Web 8.31 ±3.07 10.26 MAXIMUM ±26.00 12.89 CHECK TORSION TO W8X21 STEEL BEAM: Flexural properties: Ix= 75.3 in Sx= 18.2 in' ti= 0.375 in tw= 0.25 in From steel beam design: Distributed Load Self Weight Total =13pIf W = 639.38p1f = 13.0pIf = 652.38p1f Bending Stress: Mu= 12 x (639.38 x 1.5 + 13x 1.2) 11.63 8 = 197,746 in -lbf Qt= 4.03 in' Qw= 10.20 in' Vu = (639.38 x 1.5 + 13x 1.2) x 11.63 / 2= 5,668 Ibf Obx = Mu/ Sx= 197,746 in -Ibf / 18.2 in' = 10,865 psi Tbf = Vu X Qf/ (Ix X tf) = 5,668x4.03/(75.3x0.375) = 808.93 psi Tbw = Vu x Qw / (Ix X tw) = 5,668x 10.20/(75.3x0.25) = 3,071 psi Summarizing stresses due to flexure and torsion CHECK DESIGN STRENGTH: cpFy= 0.9 x 36,000 psi= 32,400psi > 26,000psi OK cpFy= 0.9 x 36,000 psi= 32,400psi > 14,770psi OK PAGE No. 9 OF 18 1 TQ[ ALSCOre- Sos##,Pito e s E- 129000 ksi M. =9:200 kip -in/in w 13:83 ft. Z ='6.92 ft. Pare Shear Stress: t = Gtr' t = 5.36E -19 rad./in. For t = tr t = 0.0 ksi For t = tw tt =0.0 ksi Maximum stress at Z = 0.0 feet Minimum stress at Z = 13.8 feet Warping Normal Stress: a = EWn41" 4" = - 5.02E -5 radlut? For Wa = Wno aw = -15.13 ksi Maximum stress at Z = 0.0 feet Minimum stress at Z = 6.9 feet 21 _ - -(Both Ends -Alined, Dist buted Shop/ MO4OloS Young's M odulus. Dist MOMent Beinn:Ungth +I:ucation of Stress Analysis mot) Sect:: prope►es Tot W81tZ1 J= 0:2810 a = 373 in Wpo = t0 ht, 2 S =5.5in tr= 0.4 in. t = 0.25 in. Waving Shear Stress: •r,„, = -ESwdr Torsional. Constant Sq ,root of ratio E *Cw to G *J NonnalltedrWarping Function (at Flange End) Warping Statical Moment (at Flange Center) Flange thickness Web thickness 4'" = 3.86E-22 rad./in. For t =trend S = Swt tw — 0.0 ksi Maximum stress at Z = 0.0 feet Minimum stress at Z = 13.8 feet B eam Rotation: = 1.5E-1 rad. Maximum'Retstion.-atZ = 6.92 feet MinimumRotatioti at Z = 13.83 feet PAGE No. 10 OF 18 Torsional Analysis of W8X21 AISC Case Number 4 (Both Ends Pinned, Distributed Moment) Beam Properties G = 11200 ksi E = 29000 ksi M = 0.200 kip -in/m L°=13.83R. Z = 0.0 ft. Pure Shear Stress: tt = Gtr' 4' = 2.97E -3 radJin. For t = tf Tt = 13.3 ksi For t = t 'tt = 8.31 ksi Maximum stress at Z = 0.0 feet Minimum stress at Z =13.8 feet Warping Normal Stress: o = EWn'" 4" = 0.0E0 radJin. For Wn =Wtto aw =0.0ksi Shear Modulus Young's Modulus Distributed Moment Beam Length Location of Stress Analysis Maximum stress at Z = 0.0 feet Minimum stress at Z = 6.9 feet Section properties for W8X21 J = 0.28 in a = 37.3 in W = 10.4 in Sw1 = 5.5 1n 4 tt= 0.4in. tw = 0.25 in. Torsional Constant Sq. root of ratio E *Cw to G *J Normalized WarpingFunction (at Flange End) Warping Statist Moment (at Flange Center) Flange thickness Web thickness Warping Shear Stress: Tw = 4'" = - 1.67E -6 radJin 3 For t = tf and S = Swt tiw = 0.66 ksi Maximum stress at Z = 0.0 feet Minimum stress at Z = 13.8 feet Beam Rotation: = 0.0E0 rad. Maximum Rotation at Z = 6.92 feet Minimum Rotation at Z = 13.83 feet PAGE No. 11 OF 18 UNIFORMLY LOADED SIMPLE SUPPORTED WOOD MEMBER DESIGN STRUCTURAL ANALYSIS P Dead Load 25 psf P Life Load 30 psf JOIST @ 12 in L 12.16 ft W DL +LL= 55.00 pif W (0.5DL +LL)= 42.50 pif W LL= 30.00 pif EQUATIONS OF EQUILIBRIUM REACTION A= REACTION B= VA= Vsa MOMENT= 0.125WL 1016.58 #-ft MOMENT= 12198.91 #-in MEMBER INFORMATION Fb= Fv= E DESIGN VALUES 1050 psi 175 psi 1600000 psi DESIGN CALCULATION MEMBER STABILITY FACTOR KbE 0.438 FbE= KbEXE' /(IeXd/b F *b= F'b= 334.40 # 334.40 # 334.40 # 334.40 # UNSUPPORTED MEMBER LENGTH MEMBER EFECTIVE LENGTH 815.40 psi 1086.75 psi 1086.75 psi Sreq =M/F *b Sreq= 11.23 in SELECTED SECTION 2x8 13.14 in Member Required total Sx 13.14 in OK 1 CHECK DEFLECTION E' =ExCM E'= 1440 CM= 0.9 LL DEFLECTION LIMITS 0.5DL +LL WIND d b Iu Iu ksi 145.92 in 0.0046 kli 0.0035 kli 0.0025 kli 1.5 in 12.08 ft 144.96 in NETWIND UPLIFT from main wind force AVERAGE -52.23 psf CHECKING HIGHEST M /(CD) VALUE DESIGN FOR GRAVITY LOAD COMBINATION WIND UPLIFT REACTION A= REACTION B= - 317.56 # - 317.56 # SECTION PROPERTIES 7.25 in CD 0.9 CM Ct CF Cr Cfu DOES MEMBER HAVE CONTINUOS LATERAL SUPPORT BY SHEATHING? ICL YES= 1 NO= 0 (Iu) 145.92 in (le) 266.7264 in BENDING STABILITY FACTOR CL CL =((1 +(FbE/Fb *)) /1.9) -4((1 +(FbE/Fb *)) /3.61)- ((FbE/Fb *))/0. CL= 0.678652 SHEAR PARALLEL TO GRAIN F'v= Fv(CM)(CD) CM= 0.97 CD= 0.9 ROOF WOOD JOIST ADJUSTMENT FACTORS 1 1 1 1.15 1 I fv= fv= F'v= 157.50 psi 3V /(2bd) 46.12 psi F'v>fv OK Dmax =U360 Dmax =U240 Dmax =U360 0.41 in 0.61 in 0.41 in 0.239 in 0.305 in 0.253 in OK OK OK PAGE No. 12 OF 18 TOTAL UPLIFT REACTION AT STEEL BEAM LOCATION: From Main Wind Force Resisting System load results, Zone 24 30.30 psf, Zone 2E4 47.90 psf ====-) average net uplift pressure (47.9x8' + 30.3x (23.25- 8))/23.25= 36.35 psf wu= 36.35psf x 23.25/2' = 422.6plf uplift = 422.6 x 12.16' / 2 = 2,5701bf From manufacturer specifications minimum edge distance —■ c/hc =1 where he is minimum embedment Try 5/8" diameter Kwik Hilti Exp. Bolt 3 c/hc = 4 " /4" =1> 1 OK Bolt tension capacity (3,000psi concrete) T= 3.02kips Edge distance tension adjustment factor frn = 0.85 WELDING DESIGN: Use 1/8" WELDING THROAT, W8X21 BEARING LENGTH= 4" No. OF Chords= 2 Total Welding Area= 2x4x1/8 = 1.0 in2 u =2.570 Ibt STEEL BEAM 12' -2" Number of bolts= 2 Total bolt capacity = 2x0.85x3.02= 5,13kips > 2,57kips OK Use 2- 5/8" kwik Hilti exp. Bolts @min 5" between them Use Allowable Stress Design for the check out Fv= 0.3 x 36,000psi Fv= 10,800psi Actual Stress: fv= 2,570 Ibf/ 1.0 fv= 2,570psi < Fv= 10,800psi OK CHECK EXISTING FOOTING UNDER SUPERIMPOSED UPLIFT FORCE u =2,570 Ibt EXISTING 2"X6" WOOD RAFTERS u 6" O.C. BEYOND 0" FLOOR C. EXISTING 10'X24' FOOTING / EXISTING 10 - X24' FOOTING W/ 3- #5 BARS W/ 3- 05 BARS NEW CONDITION Al. "I' REMOVING EXISTING TIE BEAM AND 8" CMU WALL, PAGE No. 13 OF 18 Gravity dead load due to existing footing Footing Cross section area=3.0811 Total footing length= 12.16ft Concrete density= 150pcf Existing block wall height over footing = 1.43' Soil density= 90pcf, average soil height over footing= 1.5' Footing 4 = 150pcf x 3.08 ft x 12.16' / 2 = 2,810 Ibf Soil - = 90pcf x 1' x 1.5' x 12.16' / 2 = 820 lbf Wall 4 = 55psf x 1.43' x 12.16' / 2 = 478.2 lbf New floor framing 4= l Opsf x (11.67' /2) x 12.16' / 2 = 354 lbf Steel beam self weight4= 21pIf x 12.16' /2 = 127.7 lbf Total= 2,810 + 820 + 478.2 + 354 + 127.7= 4,589.9 Ibf> 2,570/ 0.6 = 4,283Ibf> OK Check exiting footing Nominal Flexural Strength Consider a concrete rectangular section 2.33' x 2' As 3x0.307in 0.92in fy= 60,000psi d= 24in f c= 3,000psi Ku= 15,625 x 12 /(8x24 40.7 p= 0.000'16< pt M =PxL= 2.570x6.08'= 15,625 ft —Ibf 6 ._ 1 ., F=2.570 lbf EXISTING FOOTING ANALYSIS DIAGRAM Mn= Asxfyxdx(1 — (0.59xpxfy /fc) Mn= 0.92 x 60,000 x 24 x (1 — (0.59 x 0.00076 x 60 / 3) Mn= 1,312,919 in -lbf OMn= 0.9 x 1,312,919 = 1,181,627 in -lbf> 15,625 x 12= 187,500 in-lbf therefore the existing footing is able to transfer the concentrated Toad. PAGE No. 14 OF 18 NEW TIE BEAM DESIGN n 2 "X10" P.T. •op J• 0 OUTLOOKER 12' -2" TIE BEAM DESIGN Wind pressure 56.60psf Distributed load at tie beam bottom level; w= 56.6 psf x 8'/2 = 226.4pIf Torsional moment due to the 6" eccentricity tm= 226.4plf x 0.5' =113,2 ft- lbf/ft Uplift distributed load; u= 290.73p1f 2 "X10" P.T. u= 290.73p1f tm =113.2 ft— Ibf /ft w= 226.4pIf NEW TIE BEAM I WOOD JOIST @'8" 0.C. EXISTING ROOF TO REMAIN NEW 2 "X10" P.t PAGE No. 15 OF 18 CONCRETE BEAM DESIGN fy = 60 ksi fc' = 3 ksi B b = 8 in. d= 10.5 in. Mu = 5.37 k-ft. rho = 0.0013765 0.85 0.00333 min. recommended 0.0106901 max. 0.0160351 max. Total longitudinal reinforcement after combining flexural and torsion 0.116sgin + 0.062209= 0.178sgin 4 2 #5 bars Total transversal reinforcement after combining flexural and torsion #3 ties at 6" o.c. =< 4 5 6 0.85 0.8 0.75 fc' # 4 @ no ties required in. max s 5.3 in. # 3 @ #DIV /0! in. B1 min = 0.002739 x As = 0.1156226 sq.in. 0.280 min. As As (sq. in.) rho 2 # 4 0.4 0.00476 1 # 5 0.31 0.00369 1 # 6 0.44 0.00524 cover = 2 in. max. spacing s = 10 in., o.c. s = 10 in. Vu 1.77 k phi *Vc 7.82 k 2 *Vc 18.40 k Vs 0.00 k max Vs 36.81 k 18.40 k Av /s 0.00000 min Av /s 0.00000 PAGE No. 16 OF 18 TORSIONAL ANALYSIS BEAM SECTION PROPERTIES h= 12 in Pcp= 28 in b= 8 in Acp= 45 in d= 10.50 in fc'= 3,000 psi (I)= 0.75 Vc= 9,201.74 lbf BEAM LOADS Vu= 1,768 lbf Tu= 113.2 ft-lbf/ft Tu= 16,518.14 in -lbf Torsion effects shall be permitted to be neglected when: Tu< D'Ifc' (Acp crolifc' (Acp 2970.91 in -lbf design for torsion in accordance with 11.5.3 - 11.5.6 Torsional moment strength as per 11.5.3 For solid sections cross sectional dimensions shall be such that: I(( Vu/ bwd) 2 +( Tuph/1.7Aoh I((Vu/bwd) 135.99 HENCE, the selected concrete beam section Qi(Vc/bwd)+8 'Ifc' = 410.79 > 135.99 complies with 11.5.3 Reinforcement required, cDTn >_Tu Transverse reinforcement required Tn= (2AoAtfyv / s)cot0 where: 0= 45 Ao= 0.85Aoh= 38.25 in At Area of one leg of a closed stirrup resisting torsion within a distance s, in #3 ties 0.11 in fyv= 60,000.00 psi Yield strength of closed transverse torsional reinforcement, psi Yield strength of closed longitudinal torsional reinforcement, fy1= 60,000.00 psi psi s= 2AoAtfyv cot0/ Tu s= 49.51 in Additional longitudinal reinforcement for torsion AI =At Ph fyv cot /(s fyl) Al= 0.062209 in SHEAR FLOW AREA ENCLOSED BY SHEAR FLOW PATH Pcp PAGE No. 17 OF 18 CHECK EXISTING TIE BEAM STRENGTH 5-3" 6' -9" AVERAGE LENGTH NEW DISTRIBUTED LENGTH Gravity load= 55psf Distributed load= 55psf x (5.25' + 6.75')= 660p1f fy = 60 ksi fc' = 3 ksi B = 0.75 b = 8 in. d = 10.5 in. Mu = 10.8 k -ft. rho = 0.0028168 0.00333 min. 0.0094324 recommended max. 0.0141486 max. x As = 0.2366125 sq.in. 0.280 min. As As (sq. in.) rho 2 # 4 0.4 0.00476 1 # 5 0.31 0.00369 1 # 6 0.44 0.00524 cover = 2 in. max. spacing s = 10 in., o.c. Moment= 1.4 x 660 x 9.67 10,800 ft -lbf Shear= 1.4 x 660 x 9.67 /2 = 4,4681bf fc' B1 =< 4 5 6 0.85 0.8 0.75 min = 0.002739 s= 10 in. Vu 4.47 k phi *Vc 6.90 k 2 *Vc 16.24 k Vs 0.00 k max Vs 32.48 k 18.40 k Av /s 0.00000 min Av /s 0.00667 # 4 @ 60.00 in. max s 5.3 in. # 3 @ 33.00 in. Existing tie beam reinforcement shows 4- #5 bars with #3 ties @12" o.c. therefore is able to withstand superimposed loads PAGE No. 18 OF 18 FACE MOUNT HANGERS Ili These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. R a R a SIMPSON StrongTie Rod ( 490 1115 1090 1090 1425 1640 1550,: 2785 3200; 1555 1900 2185 2000 3380 3505 3015 5720 5720 1155 1380 ,: ; 2325 1305 3655 1720 5720 2595 SINGLE 2x SIZES 690 795 865 920 1115 1200 1780 1740 465 935 915 17, 13. F6 17, F6 F23 17, L3. F6 17, F6 17,13, F6 Note: For dimensions and fastener Information, see table on page 118. tlplitt1 Floor Snow (160) (100) (115) (125) 3'% 3445 3/re 14 *16d 2)-16d 30.16d', 616'd 846ct 10 -16d/ 16 -16d 1165 2000 3220 1315 4095 6425 1450 4355 6575 LU,S210:2 UHUS21O -2. HGUS21O-2 214 18 3% 334 2 4 -16d 2 -16d 4s/is 6%3 6s/ie DOUBLE 21 SIZES 565 765 880 960 1020 555 640 o1vb 10l,116as 735 600 880 17,1112, L1, F6 17, F6 1114, F23 17,11, F6 17, F6 1114, F23 17, L1, F6 17, F6 1114,F23 MOi No LUS24 -2 'k1i.S? H. $ 1 LUS28 -2 HHUS28 -2 HGUS28 -2 Holg astenOrl TRIPLE 2x SIZES $94a. 10% 12s%s 12 12 e 4 4'445 101e 12'% 4664 56 -16d 66-16d 20 -16d 22 -16d 4055 5380 9155 10015 9155 10015 Wt. 9155 10015 9155 10015 3405 4520 7690 8415 751D��% 7690 8415 7690 8415 :7510.:;' 7690 8415 HGUS28 -3 6% 12 4'446 Ilk HGUS21b -3 HGUS212 -3 HGUS26 -3 4% 12 4% 4% HGUS214 -3 4 20-16d 8 -16d 2325 3940 4535 4930 5240 1995 3410 3920 4260 4535 4 F23 4 36 -16d 12 -16d 3220 6805 7830 7925 7925 2705 5890 6655 6655 6655 4 3C i 1 f = 624f 1940 10 75(1, 4 QUADRUPLE 2x SIZES 36,166 56-16d 66-16d 16 -16d 20-16d 22116d 1H1GUS2 -4<, HG1102 4 HGUS210 -4 LUS46 HGUS46 HHUS46 LUS48' ! HUS46 H1,U348 :HGUS48 "' LUS410 HHUS410 HGUS410 BGU 72 HGU 14` 4x SIZES 4 -16d 4 -16d 20 -16d 8 -16d 14 -16d 6-16d 36 6d 12A16if ,, 8 -16d 6 -16d 30 -16d 10 -16d 46-16d 16 -16d .0-1 17, 11, F6 1114, F23 17, F6 17, L1, F6 17, F6 1114, F23 17, L1, F6 17, F6 1114, F23 1. Uplift Toads have been inc eased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong -Ties Connector Selector" software or conservatively divide the uplift Toad by 1.6. 2. Wind (160) is a download rating. 3. Minimum heel height shown is required to achieve full table loads. For less than minimum heel height, see Allowable Loads with Reduced Heel Height on page 118. 4. Truss chord cross -grain tension may limit allowable loads. Refer to technical bulletins 5. 6. T- ANSITPISPF, T- ANSITPISP and T ANSITPIDF for allowable loads that consider ANSI/IPI 1 -2007 wood member design criteria (see page 191 for details). Loads shown are based on minimum of 2 - ply 2x carrying member. With 3x carrying members, use 16dx21/2 nails into the header and 16d commons into the joist with no Toad reduction. With single 2x carrying members, use 10dxl' ' nails into the header and 10d commons into the joist, and reduce the Toad to 0.64 of the table value. NAILS: 16d = 0.162' dia. x 31/2° long. See page 16-17 for other nail sizes and information. 119 144 META /HETA /HHETA /HETAL /DETAL /TSS Embedded Truss Anchors and Truss Seat Snap - In The embedded truss anchor series provides an engineered method to properly attach roof trusses to concrete and masonry walls. The products are designed with staggered nail patterns for greater uplift resistance. Information regarding the use of two anchors on single- and multi -ply trusses is included. The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment. NEW! The DETAL20 is a high capacity embedded truss anchor for attachment of single -ply trusses to concrete and masonry wafts. It combines dual embedded anchors with a structural moisture- barrier seat that is partially embedded In the concrete or grout. This seat serves to protect the truss and also provides additional lateral and uplift capacity. The embedded anchors are pre- attached to the moisture barrier through slots that altow for a slight amount of adjustabillty. providing flexibility during installation to avoid rebar. The moisture - barrier seal includes tabs at each end for optional attachment to the form board in concrete tie -beam applications. MATERIAL: HHETA -14 gauge; HETA -16 gauge; HETAL —strap 16 gauge, truss seat 18 gauge; META -18 gauge; TSS-22 gauge; DETAL -16 gauge (Barrier -18 gauge) FINISH: Galvanized. Some products available in ZMAX® coating; see Corrosion Information, page 10 -11. INSTALLATION: • Use all specified fasteners. See General Notes. • The META, HETA and HHETA are embedded 4° into a concrete beam or grouted block wall; HETAL is embedded 5' /ie; DETAL is embedded 4' /x ". • The DETAL20 is installed centered and flush on top of an 8" masonry bond beam or concrete tie beam. the moisture barrier seal bears on masonry face shell or concrete tie beam form boards; the two flanges embed into grout or concrete. The two embedded anchors shall be installed vertically into grout or concrete. • The TSS moisture barrier may be preattached to the truss using 6d commons. • A shim is required between the truss and the embedded truss anchor when there is a space of 7 /8" to 1'h °. • In double embedded anchor installations, do not install fasteners where the straps overlap when wrapped over the truss heel. CODES: See page 12 for Code Reference Key Chart. • META with TSS Model No. TSS2 TSS2 -2 TSS4 1% 3'h 3% Moisture barrier not shown (TYP•) These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Single Embedded Anchor Installation e. Typical HETA20 Installation Model, No. METAl2 META14 META16 META18 16 18 META20 META22 META24 META40 HETAl2 ';' HETA16,.' HETA20 HETAz4 HETA40 HHETAl2 HHETA16 HHETA20 HHETA24 HHETA40 HETAL12 HETAL16 HETAL20 8 10 12 14 20 36 8 12 16 20 36 15 SP.'Upltft Lpadle0 Lean , Duration , Increase ; 10dxf7lz Quaotlty 7 7 7 7 7 7 7 10 10 10 10 10 14 14 ‘,Lead 1450 1450 1450 1450 1450 1450 1450 1450 1510 11310 1810< 2235 2235 11185 1810 1810. 116d? . s. Quantit 6 6 6 6 7 7 6 6 6 6 9 9 10 134 134 Load 1450 1450 1450 1450 1450 1450 1820 2235 2235 2235 2235 1270 1810 1810 Latera Leeds (180) 340 340 340 340 340 340 340 340 340 ,. 340 1520, 1J10,,: 0 340 340' 340 7 9 9 1565 2235 2235 340' 340' 415 . 4155 415 725 725 725 725 725 725 1450 1450 725 725 725 725 .. 725 725 815 815 815 815 815 1100;. 1100 1100 Rel. F27 #5 Rebar SIMPSON Strong-: HETAL HETA20 (HHETA similar) Typical META Installed with TSS Typical DETAL Installation Straps may b a installed , : ,ht or wrapped overtoachieve loads 1. Loads include a 60% load duration increase on the fasteners for wind or seismic loading. 2. Minimum f c = 2500 psi. Minimum f'm =1500 psi. 3. For simultaneous loads in more than one direction. the connector must be evaluated as described in Note e. page 14 under Instructions to the Designer. 4. Five nails must be installed into the truss seat of the HETAL. 5. Parallel -to -wall load towards face of HETAL Is 1975 lbs. 6. It is acceptable to use a reduced number of fasteners provided that there is a reduction in uplift load capacity. See example on page 151. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7 -10dx1 % fasteners are used with the META anchor. 7. The HHETA allowable F1 load can be increased to 435 lbs. if the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. Minimum spacing for multiple anchor installation is 2 times the embedment depth for full Toad. See Double Embedded Anchor Installation table on page 144 for loads on closer spaced anchors. 9. Single ply trusses may use either 10dx1 % or 16d nails. 2 or 3 ply trusses shall use 160 nails. 10. NAILS: 16d = 0.162' dia. x 31/2° long, 10dx11/2 = 0.148' dia. x 1'h° long. See page 16-17 for other nail sizes and information. Model No: Otyc'' SP Opli)t Load Capacity (160') Lateral Loads (180)' F2 - Coda l Application 1 PI ' 2or3;Ply Fi ' Fasteners°. Load- Fasteners Load DETAL20 1 CMU 18.10dx11 2480 -- 2000'" 1370 F27 Concrete 18.10dx1li 2480 -- - 2000 1505 META 2 -CMU. ' t0710,dx1* 1985 14 -16d;. 1900 1210' ' 1160 Concrete :10 -10 ix114 ' 1985 14 -16d . 2565 . 1210' 1160. HETA 2 CMU 10 -10dx% 2035 12 -16d 2500 1225' 1520 Concrete 10- 10dx116 2035 12 -16d 2700 1225' 1520 HHETA 2: 'CNIU 10,100114 : ' 2035 • : 12 -16d 2500 1225' 1520: "' Concrete 10.106114 2035 14 -16d 3350 1225' 1520 si te= ter�k71 META /HETA /HHETA /HETAL /DETAL /TSS Embedded Truss Anchors and Truss Seat Snap -In Double Embedded Anchor Installation MSTAM and MSTCM models are designed for wood to masonry applications. The MSTC series has countersunk nail slots for a lower nailing profile. FINISH: Galvanized. Some products are available in stainless steel or ZMAX® coating; see Corrosion Information. page 10 -11. INSTALLATION: • Use all specified fasteners. See General Notes. • Attaches to grouted concrete block and wood framing. CODES: See page 12 for Code Reference Key Chart. These products am available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Masonry Application a a 1. Loads include a 60% load duration increase on the fasteners for wind or earthquake loading. 2. Minimum edge distance 116° using Titen* screws. 3. Minimum fm = 1500 psi and fc = 2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to the weather. 5. See page 139 for Titen screw information. 6. NAILS: 16d Sinker = 0.148' dia. x 3'/4" long, 10d = 0.148" dia. x 3° long. See page 16 -17 for other nail sizes and information. Floor -to -Floor Clear Span Table See notes above. Typical MSTAM36 Installation 9 -10d 13.10d Fast eners , ( T 5- '4x2'/4 Titen 8- 14x2Y4 Titen 5- '4x1 Titen 8- 14x1 Titen , AilowabiaTeasattlupholiotaliF 1500 1870 SL 1500 1870 Model MSTAM24 MSTAM36 MS TCM40 MSTCM60 18 16 X1:6 16 tliptenslos 69I+fe 4220 2616d sinkers 14- 1/4x2.7/4 Titan 14- %x13/4 Titer 2616d $InlcerS' 74 Ysx2'k 14 - Y.x1V4 Titen -; C c F27 MSTAM36 MSTCM40 16 or 18 16 Or 18 Nails 7 -10d 14.16d sinkers MSTCM60 221/4 26 -16d sinkers F asteners (Tota 4- Y4x2Y4 Titen , Concrete 4- 14x13/4 Titan 10- %x1 Titen 14- '/4x1 Titen 104x214 Titen 14- Y4x2Y4 Titen Allpwable:Tens dn/UpIitt Loads Code Raf 1400 2800 4220 (1 60). 1380 2420 4220 F27 15 Reber Min. 1. Loads Include a 60% Toad duration increase on the fasteners for wind or seismic loading. 2. Minimum fc = 2500 psi. Minimum fm = 1500 psi. 3. For simultaneous toads in more than one direction, the connector must be evaluated as described in Note e, page 14 under General Instructions for the Designer. 4. Install with spoons facing outward and straps spaced no more than 1 /8" wider than the truss width. 5. The DETAL20 requires 6- 10dx1W nails In the truss seat and 6 -10dx1 ti" nails Into each strap. For all other models. install half of the required fasteners in each strap. 6. Lateral loads for META, HETA and HHETA anchors apply only to 2- or 3 -ply applications with anchors spaced a minimum of 3° apart. For single -ply applications use lateral loads from the Single Embedded Anchor Installation table on page 144. DETAL lateral loads apply for single -ply application. 7. Ft lateral loads listed may cause an additional 1 48° deflection beyond the standard '/s limit where the straps are installed not wrapped over the heel as shown. 8. Two HHETA anchors may be installed in a concrete tie beam on a 2- or 3 -ply truss with 2 fewer nails for an allowable uplift load of 3050 lbs. 9. Noted Fi lateral loads for the DETAL20 may cause an additional ' deflection beyond the standard W' Hmit. 10. Single -pry trusses may use either 10dx11/2 or 16d nails with allowable loads limited to the single -ply column. 2- or 3 -ply trusses shall use 16d nails. 11. NAILS: 16d = 0.162' dia. x 3'h° long,10dx1'h = 0.148' dia. x 1'h° long. See page 16-17 for other nail sizes and information. SIMPSON Strom- Tie.. Moisture barrier not shown (Typ.) „ Typical Installation with two METAs MSTCM40 145 Project Name: John Residence Builder Name: Street: 500 NE 102 St Miami Shores Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Mr.Johns Butler Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft 2236 7. Windows Description Area a. U- Factor: Sgl, U =1.08 408.23 ft SHGC: SHGC =0.52 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2236.00 ft b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Instil, Exterior R =4.1 1752.80 ft b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 2236.00 ft b. N/A R= ft2 c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 225 ft 12. Cooling systems(combined) a. Central Unit Cap: 60.0 kBtu/hr SEER: 14.5 13. Heating systems(combined) a. Electric Strip Heat Cap: 34.1 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.66 b. Conservation features None 15. Credits CV, Pstat Glass /Floor Area: 0.183 Total As -Built Modified Loads: 57.07 PASS Total Baseline Loads: 67.28 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. (1. 1r PREPARED BY: � G (f a- Review of the plans and ra Q „' SrA specifications covered by this #.* �° ! - . calculation indicates compliance , ra # Mt o`, with the Florida Energy Code. t + k+ , # , 1° `w Before construction is completed �`° . this building will be inspected for c9 r compliance with Section 553.908 *b Florida Statutes. , + , �� S 9 D y 't' BUILDING OFFICIAL: 0 0 DATE D 6/11/01 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT• DATE* DATE* e, ' lvef • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 67 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: John Residence Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Mr.Johns Butler Conditioned Area: 2236 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 500 NE 102 St Miami S Permit Office: Miami Shores Rotate Angle: 0 County: dade Jurisdiction: 232600 Cross Ventilation: Yes City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 - New/Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 226 ft 0 2236 ft 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 2356 ft 372 ft Dark 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2236 ft N N CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 2236 ft 0.11 Wood WALLS / Cavity Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 509.03 ft 0 0 0.65 2 S Exterior Concrete Block - Int Insul 4.1 509.03 ft 0 0 0.65 3 E Exterior Concrete Block - Int Insul 4.1 367.36 ft 0 0 0.65 4 W Exterior Concrete Block - Int Insul 4.1 367.36 ft 0 0 0.65 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V # Omt Door Type Storms U -Value Area 1 N Insulated None 0.46 22 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Overhang Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 14 N TIM Single (Tinted) N TIM Single (Tinted) N TIM Single (Tinted) N TIM Single Tinted) S TIM Single (Tinted) S TIM Single (Tinted) S TIM Single (Tinted) S TIM Single (Tinted) S TIM Single (Tinted) E TIM Single (Tinted) E TIM Single (Tinted) E TIM Single (Tinted) W TIM Single (Tinted) W TIM Single (Tinted) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 N 22.08 ft 0 ft 18 in 5 ft 9 in HERS 2006 N 37.19 ft 0 ft 18 in 6 ft 6 in HERS 2006 N 19.83 ft 0 ft 18 in 5 ft 5 in HERS 2006 N 12.75 ft 0 ft 18 in 5 ft 6 in HERS 2006 N 23.33 ft 0 ft 18 in 8 ft 4 in HERS 2006 N 98 ft 0 ft 18 in 8 ft 4 in HERS 2006 N 18.67 ft 0 ft 18 in 8 ft 4 in HERS 2006 N 51.67 ft 0 ft 18 in 6 ft 4 in HERS 2006 N 28.47 ft 0 ft 18 in 5 ft 6 in HERS 2006 N 40.83 ft 0 ft 18 in 5 ft 6 in HERS 2006 N 8.03 ft 0 ft 18 in 4 ft 3 in HERS 2006 N 4.5 ft 0 ft 18 in 4 ft 3 in HERS 2006 N 28.58 ft 0 ft 18 in 5 ft 6 in HERS 2006 N 14.29 ft 0 ft 18 in 5 ft 6 in HERS 2006 None None None None None None None None None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 ACH 50 ELA - Forced Ventilation - Run Time EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2111 6.83 115.9 218.0 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 2 Central Unit Central Unit None None SEER: 14.5 30 kBtu/hr 900 cfm 0.74 SEER: 14.5 30 kBtu/hr 900 cfm 0.74 False False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 2 Electric Strip Heat Electric Strip Heat None None COP: 1 17.06 kBtu/hr False COP: 1 17.06 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.66 1 gal 70 gal 120 deg None 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / # — Supply — — Retum — Air Percent V ion R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Location 1 Attic 6 225 ft Attic 45 ft Prop. Leak Free Interior 67.08 cfm 3.73 % 0.03 0.60 TEMPERATURES Programable Venting Venting Thermostat: f X Jan [X Jan Y [X] ri Ceiling f X Feb [X] Mar Apr [X Feb [X] Mar Fans: [X May �XX Jun X Jul � Aug Sep [X Sep X Oct LX Nov XC Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. t+/ Exterior & Adjacent Walls NI 106.AB.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. d Floors NI 106.AB.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. a Ceilings NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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. v Recessed Lighting Fixtures NI 106.AB.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 with < 2.0 cfm from conditioned space, tested. N,ii Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. t+/ Swimming Pools & Spas N1112.AB.2.3 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 %. Heat pump pool heaters shall have a minimum COP of 4.0. lit Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110.AB. Ducts in unconditioned attics: R-6 min. insulation. v HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. (...e. Insulation N1104.AB.1 NI102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. I! ' ' FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 102 St Miami Shores Miami Shores, FL, 33138- PERMIT #: 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 8/6/2009 4:20 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 Builder Signature: Address of New Home: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft 2236 7. Windows'' Description Area a. U- Factor. Sgl, U =1.08 408.23 ft SHGC: SHGC =0.52 b. U- Factor. N/A SHGC: c. U- Factor. N/A SHGC: d. U- Factor. WA ft SHGC: e. U- Factor. N/A SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2236.00 ft b. N/A R= ft c. N/A R= ft 500 NE 102 St Miami Shores, Miami Shores, FL, 33138- 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1752.80 ft b. N/A R= ft c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 2236.00 ft b. N/A R= ft' c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 225 ft 12. Cooling systems (combined) ft a. Central Unit Cap: 60.0 kBtu/hr SEER: 14.5 ft ft 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas 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 compliant features. Date: City /FL Zip: EnergyGauge® USA - FlaRes2008 Cap: 34.1 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.66 b. Conservation features None 15. Credits CV, Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for 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 energygauge.com 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. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 27727 Btuh Total cooling load calculation 56955 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 123.1 34120 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 100.2 45600 132.9 15200 106.8 60800 Load component Load Window total 408 sqft 22529 Btuh Wall total 1446 sqft 5211 Btuh Door total 22 sqft 270 Btuh Ceiling total 2236 sqft 5626 Btuh Floor total 0 Btuh Infiltration 108 cfm 2381 Btuh Internal gain 4350 Btuh Duct gain 5150 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 45515 Btuh Latent gain(ducts) 1572 Btuh Latent gain(infiltration) 4268 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants /other) 5600 Btuh Total latent gain 11440 Btuh TOTAL HEAT GAIN 56955 Btuh Load component Load Window total 408 sqft 10369 Btuh Wall total 1446 sqft 4289 Btuh Door total 22 sqft 154 Btuh Ceiling total 2236 sqft 1424 Btuh Floor total 226 sqft 5334 Btuh Infiltration 124 cfm 2721 Btuh Duct loss 3437 Btuh Subtotal 27727 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 27727 Btuh Residential System Sizing Calculation Summary Project Title: Butler Residence Mr.John Butler 500 NE 102 ST Miami Shores Miami Shores, FL 33138- WINTER CALCULATIONS Winter Heating Load for 2236 soft SUMMER CALCULATIONS Summer Coolin4 Load for 2236 soft Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 8/6/2009 Wa1 (1 %) Code Only Professional Version Climate: South EnergyGauge® Syst m i i 1 r� r PREPARED BY: e �10 /L (.lY Ora' (r 1 B, REVISED: NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL 17' PARKWAY 115.00'(R &M) 37.50' SURVEYOR DATE: #5924 7/23/09 i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND STATE OF FLORIDA # FLOOD ZONE: X PANEL: 0093 SCALE: 1 " =20' - SINCE 1987 .w BL.ANGo SURVEYORS ING. Engineers • Land Surveyors . Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: biancosurveyorsinc@yahoo.com Fax: (305) 865 -7810 SUFFIX: j DATE: 7/17/95 BASE: N/A COMMUNITY # 120652 DWN BY: F. Blanco JOB No 09-542 0 z 0 r 115.00'(R &M) r 11 z- o0 5 w 37.50' ABBREVIATIONS: SWK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON P'PE, F= FOUND, AlC =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H=DRILLED HOLE, VVF =WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REEJR, UE= UTILrrY EASEMENT CONC= CONCRETE SLAB, RP RIGHT OF WAY, DE =DRAINAGE EASEMENT: C/L= CENTER LINE, o =DIAMTER, TYP=TYPIC/.L, M =MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH= ASPI -IALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATICN, O/S =OFFSET, P/P =POWER POLE, OHP= OVERHEAD POWERLINE, WM =WA TER METER WOOD = MASONRY CE WA =I 1 I I I I I r 1 I ELEVATION BASED ON LOC. # 3100 MAINTENANCE & DRAINAGE EASEMENT =MBD..... "I • • D CBM# N -397 ELV. 9.80 TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUR'c AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETV; VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA,. RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 8) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR . BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE.MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE . co V CTt 0 LEGAL DESCRIPTION: LOTS LOCATION SKETCH SCALE: NTS N.E. 5th AVE OFAMENDED PLAT OF MIAMI SHORES SECTION. NO. 4 1' =20' nza 0 CERTIFIED TO: JOHN BUTLER, 500 NE 102ND ST., MIAMI SHORES, FL. 33138. rn rn 11 AND 12 BLOCK 94 SUBDIVISION ACCORDING TO. THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program B1. NFIP Community Name & Community Number CITY OF MIAMI SHORES 120652 9) h) Certifier's Name ADIS NUNEZ Title REGIS RED LAND SURVEYOR Address 5 5 N' .ORE D U Signatu FEMA Form 81 -31, Mar 09 ELEVATI N/A sq ft N/A N/A sq in B2. County Name MIAMI -DADE Company Name BLANCO SURVEYORS, INC. N CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name JOHN BUTLER 0 "9 -542 � 500 B Building S.tr3 t_Addrr�,s (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. City State MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 11 AND 12, BLOCK 94, AMENDED PLAT OF MIAMI SHORES SECTION N0 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. A6. Attach at least 2 photographs of the building if the Certificate A7. Building Diagram Number 1 , A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes 2 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 84. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index 7 /1,9g • B7. FIRM Panel Effective /Revised Date • 3/2/9+ • B8. Flood X Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item. B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DCBM#M -397,. Vertical Datum NGVD Conversion /Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12 :50 X feet b) Top of the next higher floor N/ A X feet c) Bottom of the lowest horizontal structural member N Zones only) / X feet d) Attached garage (top of slab) 1 � �_ ® feet e) Lowest elevation of machinery or equipment servicing the building . 03 ® feet (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 10 50 ® feet Highest adjacent (finished) grade next to building (HAG) 12 U° feet Lowest adjacent grade at lowest elevation of deck or stairs, including N/A X feet structural su•.ort See reverse side for continuation A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attac�ed within 1.0 foot above adjacent grade // c) Total net area of flood openings in A9.b NSA sq in d) Engineered flood openings? ❑ Yes ® No License Number 5924 Check the measurement used. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longiiude in Section A provided by a licensed land surveyor? © Yes ❑ No Ci State ZIP Code MIAMI BEACH FLORIDA 33141 Date Telephone 305 865 -1200 OMB No. 1660 -000& Expires March 31, 2012 For Company Use: ..Policy Number Company NAIC:Number; Z P Code 33138 4, PB.!15, P. 14, MIAMI -DADE, Horizontal Datum: ❑ NAD 1927 X NAD 1983 B3. State FT,ORTTA ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) IMPORTANT: In these spaces, copy the corresponding information from Section A. For InSurance Building- Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number , 500 NE. 102ND ST. - -- City — MIAMI SHORES State ZIP Code Compan •NAIC Number FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2. e) A/C SLAB ELEVATION Signature DCBM #N -397 LOCATOR #3100 ELEV. 9.80' CROWN OF THE ROAD ELEVATION:11.03' @ CENTERLINE ON CENTER OF ROAD 7/ p G /09 ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure ) is ❑ Ebelow the HAG. ❑feet meters above or b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ ❑feet ❑meters ❑above or Ebelow the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or 1 below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this .information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a_FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best ofmyknowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments Local Official's Name Community Name Signature Comments FE-MA Form 81 -31, Mar 09 G5. Date Permit Issued City Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, - C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who G2. ❑ is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) A community official completed Section E fora building located in Zone A (without -i t FEMA . ssue or d community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building G9. BFE or (in Zone AO) depth of flooding at the building site G10. Community's design flood elevation Title Telephone Date State ZIP Code ❑ Check here if attachments G6. Date Certificate Of Compliance /Occupancy Issued ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ Check here if attachments Armr,1-,,,A14 .,n .,r.,,,,r„ , . criifinn Bu Photo s, See 'Instructions for|m A6. Building Street Address (including Apt, Unit, Suite, andloxBldg. No.) or P.O. Route and Box No. 500 NE 102 ST. 09 City ' 8tate ZiF Cods MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood inaunancn, affix at least two t� building photograph to the instructions for Item A6. Identify all photographs with: date dote 1aken� "Front View' ''�~ ' and "�e�r\�ew�'' and if required, "R�hi Side View" and "Left Side View.' if submitting nn ing ona photographs the U n will this pa�e use and, ` ontinua�o � Pa For Insurance Company Use: Po !icy Number Cunparry NAIC Numbe; PICTURES WERE TAKEN ON 7/23/U9 FRONT VIEW REAR VIEW Inspection Number: I N S P- 126702 Scheduled Inspection Date: July 13, 2010 Inspector: Perez, JanPierre Owner: BUTLER, JOHN Job Address: 500 NE 102 Street Project <NONE> Contractor: AIRSOUTH MECHANICAL INC Building Department Comments July 12, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: MC -10 -09 -1658 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060171070 Phone: (305)828 -9400 NC INSTALLATION, DUCT WORK AND VENTILATION FOR INT. REMODEL Passed ukt Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Fc Or Cam, ea/1 i()L> wAtit cep Page 3 of 17 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Is Building Historically Designated YES NO ME OCT 0 8 200 I ; BY: ®oe Permit Na l j / Master Permit No. "t . Z Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Cristina Imburgia Phone# (305)9709419 Owtmr'sAddress 500 N.E. 102 Street City Miami Shores state Florida zi 33138 Tenant/Lessee Name Phone # - - Job Address (where the work is being done) 500 N.E. 102 Street City Miami Shores Village county Miami - Dade Zip 33138 FOLIO /PARCEL # 11- 3206 - 017 -1070 tors, Inc. Contractor's Company Name Guines Air Conditioning Contrac -Phone # ( 305) 262 -1548 Contractor's Address 5920 N.W. 2 Street City Miami St Florida QualifierName Heriberto Palenzuela State Certificate or Regition No. RM0043578 E-MAIL: GuinesA`att.net Architect/Engineer's Name (if applicable) Phone # Value of For this Permit $ 15 , 600.00 Type of Work: []Addition DAlteration Air Conditioning, ductwork and ventilation Describe Work: Submittal Fee $ Notary $ Scanting $ 3.Ot Bond $ Structural Review. $ Permit Fee $ � j zip 33126 phone# (305) 262 -1548 Certificate ofCompetency No. 000014457 Square / Linear Footage Of Work: ONew [ Repau'/Reptace CCF $ C� • CO 0 CO/CC Technology Fee $ • (4 v Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ G) r0 ( 2. • 2- 0 See Reverse side -+ Training/Education Fee $ 3 . 2.t� Radon $ DPBR $ ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State 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 cordlike' to the issuance of a building permit with an estimated value exceeding $2500, the applicant Hurst 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 't -.i inspection which occurs seven (V days after the building permit is issued. In the absence of such posted notice, the inspect/ will no be ap and a reinspection fee will be charged APPLICATION APPROVED BY: (Revised 02/08/06) Owner or Agent instrument was y owle S t e �, I/IF/t lV ykno� to me or who has produced LlSldde ntification and who did take an oath. NOTAR PUBLIC: O � °mss fir % \*°12''� i " \c?' sty Gam eskoptimow 1 Plans Examiner Engisser Zoning l 1 ZIP 0 PRODUCT 118 To Reorder 1 -800- 225 -8380 or www.nebs.com MINES AiR CONDITIONING CONTRACTORS, INC. 6960 SW 4th Street P.O. Box 0563 MIAMI, FLORIDA 33144 (305) 262 -1548 PROPOSAL SUBMITTED TO Ms. Cristina Imburgia STREET CITY. STATE and ZIP CODE ARCHITECT DATE OF PLANS pII a PHONE (305)970 -9419 JOB NAME The Butler Residence JOB LOCATION 500 N.E. 102 Street Miami Shores, FL 33138 DATE 10 -07 -09 JOB PHONE We hereby submit specifications and estimates for. ACCORDING TO DRAWING: (2) Install two 3 -Tons Air Conditioning Systems with 14.00 SEER. BRYANT Condensing Model- 124ANA036 -C Air Handler Model- FF1ENP036 INCLUDING: Heater and two Digital Non - Programmable Thermostats. (2) Install two sets of refigerant lines. (2) Install two 3/4 PVC drain pipes. (2) install two sets of supply ductwork systems including supply grilles. (2) Install two sets of return air ductwork including grilles. (3) Install three exhaust fans, pipe and vents. (1) Install one pipe and vent to Dryer. (1) Install one pipe and vent to Kitchen. Hood. WARRANTY: COMPRESSOR PARTS SERVICE 1111 e Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: 10 Yrs. NOTE: Price Does Not Include Mechanical Permit. Fifteen Thousand Six Hundred and Payment to be made as follows: $3,120.00 Down Payment, $6,240.00 Ductwork Rough Inspection, $4,680.00 Equipment Installation and $1,560.00 Final Inspection. All material is guaranteed to be as specified. All work to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado and other necessary insurance. \ Our workers are fully covered by Workman's Compensation Insurance. / Arrept ntt of Proposal — The above prices, pecifications 10 Yrs. 01 Yr. Authorized Signature Page No. 1 of 1 Pages 00 /00 dollars ($ 15,600.00 Note: This proposal may be days2 withdrawn by us if not accepted within 30 and conditions are satisfactory and are hereby accepted. You are authorized Signature Certificate of Product Ratings AHRI Certified Reference Number: 3048177 Date: 10/6/2009 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number:124ANA036 -C Indoor Unit Model Number. FFIENP036 Manufacturer: BRYANT HEATING AND COOLING SYSTEMS Trade/Brand name: LEGACY 14 PURON AC Manufacturer responsible for the rating of this system combination Is BRYANT HEATING AND COOLING SYSTEMS Rated as follows in accordance with AHRI Standard 2101240 -2006 for Unitaryry Air- Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 35000 EER Rating (Coding): 12.00 SEER Rating (Cooling): 14.00 A * following a rating indicates a voluntary rerate of prevlously published data, unless accompanied with a WAS which indicates an Involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all Rabidity for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.atirldirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database: or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, dick on Verify Certifcate' link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which Is listed below. V® ' Air- Conditioning, Heating, and AO Refrigeration Institute 2009 Air- Conditioning, Heating, and Refrigeration institute CERTIFICATE NO.: 128993240653264238 ACORD CERTIFICATE OF LIABILITY INSURANCE DATE 10/ PRODUCER Serial # 120557 ABA UNDERWRITERS, INC PABLO M CONDE A052667 8796 SW 8 ST MIAMI, FL. 33174 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED GUINES AIR CONDITIONING CONTRACTOR INC P.O. BOX 440563 MIAMI, FL 33144 1 INSURER A: NORTH POINTE CASUALTY INS CO INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. lam NSR TYPE OF INSURANCE POLICY NUMBER P DA I TB (MM/DDY1 P DAT IMM/ODNVI N LIMITS A GENERAL LIABILITY 3093000820 02/03/2009 02/03/2010 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY PRFMISFSORa NTnlDrenm, $ 100.000 I CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV NJURY S 500,000 $ 1 GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 — 1 POLICY El JECT I ^ 1 LOC AUTOMOBILE — — — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMB (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, desc nbe under SPECIAL PROVISIONS below TU I TORY LIMITS I I EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUNG INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE A&A UNDERWRITERS, INC "OF" m a nnen me one AVIAN 4000 From: AA Underwriters To: Guines AIR Conditioning Contractor Page: 2/2 Date: 10/6/2009 1:42:35 PM ACORD 25 (2001/08) C:\FMPRO \CERT PROS. FP5 4 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village a 11 ° -'' j0i1 Building Department BY: - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) S)/1 /1 L L L le Gv Phone # Owner's Address I „Shows E /�� did 6 r City // , / min l „Shores State F9 Zip 3 3 /3 Tenant/Lessee Name Phone # E -MAIL: 1 Job Address (where the work is being donee /J £ /6.:9 I fee FOLIO / PARCEL # Is Building Historically Designated YES NO Notary $ Phone # ***,*** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Permit No. ® ( C6 Master Permit No. 09 — 1 Wie2 City Miami Shores Village County Miami -Dade Zip 3 3 / 3 d - RzP -Woo Contractor's Company Name /4 ) r6o(f1I'i In2e `X?I1 /ea Contractor' Address /65A te - 3arld l Q la e City / (' (i State F7 Zip 33©/ & Qualifier Name 5 Oh n rnQ V Phone # 36 5 F2 e -q ((00 State Certificate or Registration No. ei- / hag /5 E -MAIL: Architect/Engineer's Name (if applicable)li/ee_, REI IY/2 Phone # 305- 5 6 5 ()/ S3 _ Value of Work For this Permit $ 0G, Square / Linear Footage Of Work: Type of Work: •Addifon /, ❑Alteration ['New [Repair/l�eplace / ❑ Demolition Describe Work: iie i / _ ri Certificate of Competency No. CCF $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1Tc' CO /CC Technology Fee $ Zoning $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 pro.erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fi spection which occurs seven (7) days after the building permit is is In the absence of such posted notice, the inspectio no/ be r.ved an a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this g day of _�'= , 20 - 10, by C (4,511 5TL% & wh to me or who has produced NOTARY PUBLIC: -c Sign: Print: My Commission Expires: (Revised 02/08/06) 01 /�,/� qq •. 8 pa r rE APPLICATION APPROVED BY: Signature; Contractor The foregoing instrument was acknowledged before me this day of ' � , ' /0, by j()/1 `1 1 �i'Y1OL ( , who is pe sonally known .. me or who has produced As identification and who did take an oat�4tiiVVVVG9tlll as identification and who did take an oath. t A�a�a ENE GAR /g® ,•• °•••, (* ARY PUBLIC: II oNV,ber3�Aj i ��r re / / / / a C * LeAUP - �;•4,te � r ° 7 Q ; ® ,�0 61'Ld � 2 0 • 0) 67075 pAg ® r I e 21J05: ******* * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning l�2'1 BUILDING Sr PERMIT APPLICATION FBC 2004 Permit Type: Mechanical r a6 _ ) 6-5-, k Owner's Name (Fee Simple Titleholder) J ® h (' 66cr I - eA ( Phone # .305 -9 q / 9 Owner's Addrgsss 560 /J /6 n d 5 City I /1 r ru Shorn State i7 Zip 33 / 38 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) )Q,� /e4 lid S Yee % City Miami Shores Village County Miami -Dade Zip 33/ a g FOLIO / PARCEL # / / U 6 - 0 l'2 - /0'7 0 v Is Building Historically Designated YES NO Contractor's Company Name (60 Lan /0Q ( 1 1/./ Phone 305— - q qU 0 Qualifier Name ....711 /I 60,,..._ I/ Phone # 30,6 r 2. g —cp./ 0 0 Architect/Engineer's Name (if applicable)/-0 Z. Oen p , phone # ,066 0 / 5 alue of Work For this Permit $ 4 75 7) 0 ° Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration Submittal Fee $ Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Permit Fee $ Tel: (305) 795.2204 Fax: (305) 756.8972 ENew ** ******* ** *** *** * * * * * * * * * * * ****** * *** Fees, * * * ** * ** ** * * ** *, * *, * * * ** ******* * *** ** ** * *** Zip 33o / 2' CCF $ D Repair/Replace co /cc Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 5'00 Radon $ DPBR $ Zoning $ Permit No. d s l.° 9_46 Sb Master Permit No. 8 —o -! — 13510 Certificate of Competency No. ❑ Demolition Code Enforcement $ Double Fee $ Total Fee Now See Reverse side — Z � Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Sign: Print: who is personally known to m` 11) As�ty ation.alnd „did take an oath. NOTARY PUBL P APPLICATION APPROVED BY: (Revised 02/08/06) 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 j t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspec. ` ;'ll clot be approved and a reinspection fee will be charged Owner or Agent V Contractor The foregoing instrument was acknowledged before me this The foregoin instrument was acknowledged before me this oc::(') day of , 20 10, by C-1 8011M-, day of , 20 10, by 1/4.D n - r who is person known o me or who has produced as identification and who did take an oath. CO= q''••....... �► My Commission Expires: ��t� /tiitiilitttt�����‘‘ � \'4\ao � �o I��TpARY PUBLIC: �T o.• i•• ?/ ,0�� N31I�tl W 2,c,, IIP Plans Examiner Engineer Zoning Change of Contractor Permit No. 7-6q - 1123 / bw i / � owner's Name (Fee Sbnio ie T j &) � (),?1 5• q • / Owner's Address 1\11 IO . ho• st City l /, I d W 5 State FI Q d Q Zip Tenant/Lessee Name Phone # Job Add � wliere a work is being done) L5-00 1V , 10d S z e J cit _�JJ1 v ( 5 hort s Count Dad 9.o Zip Legal Description Contractor's Company Nance Contractor's Address City Qualifier Describe Work: Signature I ;vly Commission Expires: Z•d Miami Shores Village Building Dep JAN 2 2911) 8969 - 908 /4"S T4tCL 6 4 (2 co /Oa / Tiv c_'L t '-t_ A-S'Sd c r/ I hereby certify that the work has been abandoned and/or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores'b rmless fry ,t all legal involvement. Signature Owner or Agent The foregoing instrument was acknowledged before me this this 4 II!!!J /� /� day o' - S�'�t , 20kO , b� N m ' (1� day of who is personally known to 11a i 11);: s ` dh _ �L_ ti T) who is per As id , 4 Drn� 1 e o c filo an oath. NOTARY PUBL C: ��' ` ti` p1�a'i,,: Sign: P ; � ' _ S - - \ $ Print: ' CEINED 24 2011 Contractor The fo ' going instrument was acknowledged before me 20Lby ZOV fl Y to me or who has produced as identification and who did take an oath NO ARY L, �LIC: Sign: Print: My Commission expires: • ADD ** * *�} * * ***�*** ** *sir ****** *�'t$�TaQ�y{e*** * *�U�Ititiex�Irira ******** *YeaF�Y�Uir*** *ik�Qi��yje°iF9Y& R* i.'!/aF �l*q{ uoi ;on.l ;suoo ei6.ingw1 000 :0606ZZus,r /taste S'iottosVAle ado 2)efrovaffteat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305. 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS PROPERTY LOCATED AT: 10 As legal owner ofr�s property A l i request the cancellation of permit number issued to U t DATE: D / / V / a for the following reason: C 1 .o 5Q £ 2 less (Owner's Signature) Cf_mf) \. 6 kid (Print Name) State of Florida County of Dade: Notary Public, Sate of Florida at Larg vd 8569 - 0176 1 0 ,, kts1IO uol ;ona}suoo el6anquJi 1E5 F eh Date of last inspection: A)//q I hereby apply as owner - builder, or authorize (new contractor) ArIrsouAk cl4aptje , to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting ncellation. (' ime Contractor -Only if subcontractor holds permit or if change of ualifier) —Loom S. t 4v>,buar (Print Name) o h n ® ® ® ®® ®���o, , . e ,:, � The undersigned, being the first duly sworn, deposes and says that he/she title le gal o ' * r di the above property. �o ; # DD 6797 Sworn to and subscribed before me this 4� , day of �Q V im `° ood : • ® • V 1 0 X 96 ®'�4�'UI t■ eoo:o I. 01 z3 Uer COMMERCIAL - INDUSTRIAL Miami Shores Village Building Dept. 10050 NE 2 Ave. Miami Shores, FI 33138 Date: I, John Bomar, as qualifier for Airsouth Mechanical Inc., located at 1650 -1652 W. 32 Place, Hialeah, FI 33012, hereby designate the following person to submit, pick up and pay for permits on my behalf: 37) h ✓ Print Name of designated person Print Name of Qualifier State of Florida County of Dade Print Name of Notary Public My commission expires: Sept. 3, 2011 Authorization for Permit Pick -up - 3 - 0\A tr\ Ocryvka.v V I�r�e So'c(c&.. ignature of designated person SignaturgON oea � � �ikLENE e ••••ISS/ .• • ` ),M Oiy • a * • � Ql�' t R, i = UD0679?67 1 iy a <Pill f r ° C' 4# Nile 04 1650 —1652 W. 32 Place Hialeah, F133012 305- 828 -9400 Fax 305- 828 -9897 License CAC 1813715 RECEIVED JAN 2 2010 m 1°a nJ m ireti Post $ Certified ' - •/ O Return Receipt F N O (Endorsement Requ » i O 0 O Restricted Delivery Fee (Endorsement Require!) m Total Postage & Fees rR .f To , (AI os O Street. Apt No; or PO s_�ox No. ¢ vrf} Sfats, Z/1 o ddeJivery fnf:9rma ion vrsCt ou 'wej 41 Sent To &beet. Apt, No or PC) Box No. City, State. ZIP A4kr'S tit rycN, i114_ �° January 20, 2010 To: Guines Air Conditioning Contractors, Inc. PB Box 0563 Miami, FL 33144 RE: The Butler Residence 500 NE 102 d Street Miami Shores, FL 33138 Dear Maggie and the whole Guines Family, I am very sorry to inform you that we have chosen another subcontractor to perform the work at our home, 500 NE lOr Street. We are trying to be as cost effective as possible and while Guines was offering the best price that could be offered by the firm, I was able to use our resources as contractors and shop a price that could not be turned down. This does not at all iectthebusinessstatusyouholdwithusandwewillkeep referring you to our clients to receive quotes. We hope that you understand our position as home owners and contractors in this tough economical time. Thank you in advance. With warmest regards, Cristina Im ur a Butler STATE CERTIFIED GENERAt & ENGINEERING CONTRACTORS 1875 NE 149 Street North Miami, FL 33181 Phone 305-940-6957 Fax 305-940-6958 Jan251010:49a Heriberto Palenzuela 305464 p.1 GUINES Air Conditioning Contractors, Inc. 5920 N.W. 2 St. Miami, Florida 33126 (305) 262-1548 January 25, 2010 VIA HAND DELIVERY Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Mechanical Permit To Whom It Nay Concern: Please be informed that our client, Mrs. Cristina Imburgia Butler has decided to discontinue the services contracted between herself and Guines Air Conditioning due to unacceptable pricing of the equipment installation. With this being said, I request that you remove Guines Air Con- ditioning Contractors, Inc., license 4000014457 as contractor under mechanical permit #' Should you require any additional information, please do not hesi- tate in contacting me. Miami ' Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 10050 NE 2nd Ave. DO 90 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, IT'S Miami Shores, FI 33138 AGENTS OR REPRESENTATIVES. P,, LI Y EXPI TION A E IMMID • ' LIMIT$ AUTHORIZED REPRESENTATIVE Attention: _ 412' THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIF I6ATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUE1OISS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 7 NaR lTR AODL INSRC TYPE OF INSURANCE POLICY NUM POLICY EFFECTIVE /CITE (MM/DDNYI P,, LI Y EXPI TION A E IMMID • ' LIMIT$ $ 1,000,000 GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 0909 -67 09/23/09 &9/23/1 1 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea etoa ante) $ 300,000 J CLAIMS MADE X OCCUR MED. EXP (Any one person) $ 6,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L — I AGGREGATE LIMIT APPLIES PER: POLICY n F n LOC PRODUCTS - COMPIOP AGO $ 2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 0909 -67 09/23/09 09/23/10 SINGLE LIMIT (Ea accident) $ 1,000,000 X Y— BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS 1 UMBRELLA LIABILITY OCCUR 0 CLAIMS MADE DEDUCTIBLE RETENTION $ [�� EACH OCCURRENCE $ AGGREGATE $ �. $ $ • $ A WORKERS EMPLOYERS' ANY PRO O (Mandatory in It yes, diatribe SPECIAL PROVISIONS COMPENSATION AND LIABILITY YIN WC 006-94-2137 o2ros/os o2� 1 \ i7 OTHER � I OT RYU J E.L EACH ACCIDENT $ 500,000 EXCLUDED XECUTIVE ■ E.L DISEASE-EA EMPLOYEE $ 500,000 NN) under beiow E.L DISEASE LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY Re Job: 500 NE 102 Street Miami Shores Village FI. 33138 ENDORSEMENT/ SPECIAL PROVISIONS 01- 20 -'10 12:19 FPOM -Sharp Insurance COVERAGES ACORD 25 (2009/01) 305 - 825 -8581 T -350 P002/002 F -779 Ali o' CERTIFICATE OF LIABILITY INSURANCE PRODUCER Phone: (305) 825 -8580 Fax (305) 825.8581 SHARP INSURANCE AGENCY 6175 N W 153RD STREET, SUITE 304 MIAMI LAKES FL 33014 INSURED AIR SOUTH MECHANICAL, INC. 1650 -1652 WEST 32 PLACE HIALEAH FL 33012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: AIG Casualty Ins. Co. INSURER 8: Travelers Indemnity Company INSURER C: INSURER D: INSURER E: I DATE (MMIDD/WYY) 01/20/2010 NAIL # 19402 CertifiCAte # 9092 1988 2008 AC PORATON. All rig reserve The ACORD name and logo are registered marks of ACO