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RC-08-275 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ', ) 756.8972 BUILDINGi AU a 2000 Permit No. 2 C O ° 77 Y` PERMIT APPLICATIO ®� _.. Master Permit No. FBC 2004 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Sim le Titleholder) Phone # DJ '7 ,S " 7 - S Owner's Address / (n City 'y'^ � State 1, Zip 331 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Maim Shores Village County Miami -Dade Zip S� FOLIO / PARCEL# 2 1 3666 6 OO ( C? Is Building Historically Designated YES _ NO t�K,,_ Contractors Company Name f /.- ' � sG U (Lo kz-!� Phone # Contractor's Address City Qualifier Name Phone # State Certificate or Registration No. e C j `ej -Y 67L Certificate of Competency No. 1 F A chitect/E eer's Name (if applicable) _(� /� �1 '� Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work:; ]Addition. QAltgration []New ❑ Repair/Replace ❑ Demolition Descn'be work: - dl! E Lt, 1gg)�j L G � � A � it c v .�K ' . WY b; Submittal Fee $ Permit Fee $ � b s- CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ B Zoning $ Bond $ ' Code Enfo elhent $ %touble Fee $ Structural Review. $ �� Total Fee Now Due �_ $ -- �•C/�/ V See Reverse side —� MIAMI SHORES VILLAGE 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 OUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated valued- exc $2 00, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bro will e livered to the person whose property is subject to attachment. Also, a certified copy of the recorde&notice of commence e m be osted at the, job site for the first inspection which occurs seven (7) days after the building permit is isqued. In the a nce u posted notice, the inspection will not be approved and a reinspection fee will be charged Signature �' '� Signature Owner or Agent ntr r rr The foregoing instrument was acknowledged before me this � T The foregoing instrument was ac owledged b fore me this day of U 1 20f by &A �61lt ASV day of "Vl . , 20' 0'��' by 64l e- FW16 -LU , who is personally known tome or who has produce 'ald/VS who is personally known to me or who has produced L,t 6 511 4. 1 5 40 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB C: N10N q�93995 e- Sign: � *= My CPIFIE$•.00tOD� 2�nd0��ets Si Print: #i-1 tt / Bonded Print: JUDITH L MM My Commission Expires: My Commission �,; Commission DD 672531 APPLICATION APPROVED BY: n *r_ t, Plans Examiner Engineer Zoning (Revised 02 /08 /06) t�- Inspection Worksheet na �M Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r s; Inspection Date: 08/14/2008 Permit Type: Residential Con ruction Inspector: Grande, Claudio Inspection Type: Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION 00 Inspector Comments Passed cc� Failed AJ Correction Needed oz)j Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 13, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village qq 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 e Inspection Date: 08/14/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone. (305)807 -9217 BuIlding Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION b Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 13, 2008 Page 1 of 2 f0� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R��' Phone: (305)795 -2204 Fax: (305)756 -8972 :.:.::.:.::::::::::.::::..:..:........:.:::...........:....:.....:.:::.:::....::.:: :.:::::::. :..::::: ::::::::...:: .t�.:. :. .. r :::::.:........... .........................: :::.� .....................................:.:::::.::::::::::::::..::::::::.....,............. ............................... :.:........:.... ............................... P��.Nber...<.::.::..::.`.::: Inspection Date: 10/2312008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Framing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION Inspecta omments Passed O k2Qr_�rjS . N r4 v44-A-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, October 23, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 1Nt 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MS Inspection Date: 1012012008 Permit Type: Electrical - Residential Inspector: Rodriguez, Jorge Inspection Type: Underground Rough Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: JC ELECTRIC INC Phone: (305)754 -6949 BuIlding Department Comments NEW LAUNDRY ROOM AND MASTER BEDROOM ADDITION AND EXPANTION ACT 2 2000 Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 17, 2008 Page 2 of 2 t Inspection Worksheet (( Miami Shores Village j �: sxto� nw24mt 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..:.::...:.... '; :: •. �. •.:. .; .; . •.•.•.. v..... v...........• p•:{.•.•.•.•.•.......:: ri:. i:•:•:•: v.:•';:': i:::;:: i:::::.:. i:•:;:• i:• i:. fi:•::: 4: 4: 4:• isi•: O}:•:•:•: b:;.•:': r::.:. isi :.i:.i:.i:.i:.i:.iy:::$: }: <X: •' Inspection Date: 10/23/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION 10 Passed Inspector Comments � Failed Correction Needed Re- Inspection Fee ($76) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, October 23, 2008 Page 2 of 2 r, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �r Phone: (305)795 -2204 Fax: (305)756 -8972 fr Inspection Date: 10/10/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tile In Progress Owner: FRANCO, MARK Work Classification: Roof - New Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: CONSTRUCTION MASTERS OF SOUTHE FLORIDA INC Phone: (305)256 -1370 Building Department Comments ®CT X000 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 96398. No Ladder JR 10/06/08 cc %. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, October 9, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:. (305)796-2204 Fax: (305)756 -8972 '� • Inspection Date: 1010112008' Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tile In Progress Owner: FRANCO, MARK Work Classification: Roof - New Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: CONSTRUCTION MASTERS OF SOUTHE FLORIDA INC Phone: (305)256 -1370 Building Department Comments 09 0 2 2008 Inspector Comments Passed ,<f0 L Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, September 30, 2008 Page 2 of 2 Inspection Worksheet f Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 0w e1 w Inspection Date: 10/06/2008 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tile In Progress Owner: FRANCO, MARK Work Classification: Roof - New Job Address: 90 106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: CONSTRUCTION MASTERS OF SOUT HERN FLORIDA INC Phone: (305)256 -1370 Building Department Comments Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP- 81293. No Ladder NB _W . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, October 3, 2008 Page 1 of 2 f r� *° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/16/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: FRANCO, MARK Work Classification: Roof - New Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: CONSTRUCTION MASTERS OF SOUT HERN FLORIDA INC Phone: (305)256 -1370 Building Department Comments Inspector Comments Passed Lo re P Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, September 15, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village y 10050 N.E. 2nd Avenue, Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 gn q __. N Inspection Date: 08121/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 BuIlding Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION� ® ® Inspector Comments Passed cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 20, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village ----"' 10050 N.E. 2nd Avenue Miami Shores, FL b Phone: (305)795 -2204 Fax: (305)756 -8972 r- 1: E ll a- : a... .. Inspection Date: 08/28/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: FRANCO, MARK Work Classification: Roof - New Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: CONSTRUCTION MASTERS OF SOUTH FLORIDA INC Phone: (305)256 -1370 Buliding Department Comments Infractio Passed Comments TIN CAP SPACEING False Inspector Comments Passed cc Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- Inspection fee is paid. Thursday, August 28, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 vul Inspection Date: 0812112008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION�,� ®® Inspector Comments Passed cc Failed O IL" a Correction Needed At JA C/ Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 20, 2008 Page 1 of 2 Inspection Worksheet raw Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL ' Phone: (306)795-2204 Fax: (306)766-8972 Inspection D Permit Type: Residential Construction Inspector: 0, A Inspection Type: Spot Survey Owner: C MA Work Classification: Garage Enclosure Job Addre 0 138-2036 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Buildina Deoartment Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION Inspector Comments Passed cc 6k Failed U Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, June 11, 2008 Page 1 of 2 Certified To: Rapid Title Services Company, LOCATK?N SKETCH Commonwealth Land Title Insurance Company, NOT TO SCALE ' 5ph`AL.7 .dzx: Mark A. and Alessandra Franco and SunTrust Mortgage, Inc., its successors and /or assigns, / as their interests may appear. PIPE o /• -,[a� Ytv7 �a.�:°V COAO��.��^ • /t ej L7 � a 4S!'ta 44 e� 7 � A t •i `- D �` ' f ,37-� F- 5! ErZ S� (Ald i4 '�.. LEGEND 1 • . (Ao?f O WCATESCOMMM �•-- -- RAWATES OVA LAMS • • • • f W 00CATES WIREFENCE • • • • • • • • • • • • A101cATES wow A910E LEGAL DESCRIPTION: Lot 1, Block 202, DUUTNr;' S MIAMI � A OFD SHORES EXTENSION NO. 2, according to t4e.pjat tlioreA, • ••:• " - 07.4L P;OC: t � �� as recorded .in Plat Book 41, Page 78 o:& *Ae• Public •Recor ...: �y 1x A1vmnTSRE00wmz4sNRsvw of Miami —Dade County, Florida. • Me MWATASP SIMAWWRODMOMONANOff SURVEYORIS NOTES: • • s • • • • • i • • • q � Pew: MrAMPERNA TCONIROLPOWr 1) NOT YAW o�sS Tr TUREISE BOSSEDMM ERkWSrW°.L;jj" _rt4W& ..... JA 1 1 �5410� FM on"TES V LEGAL DESCRIF OTHERS. •' CL: AWICATES CLEAR 3) PROPERTIES SHOWNHEREONWERENOT ABSTRACTEDFOREASEa O4 ENCR: IANf'ATESEENCAOACfT • Fp: AVAK,ATESFOfA PPONPAf aWMWANW$ AfOT SHOWN ON 7HE PROf'E'RTYPLAT OF REW • • • • • • • • • • • • • By ---------------------- FRB: NWWATESFamAEBAR 4)BEARPMSHOWNAREBASEDON PLATAERIDIANRUEREVCE • • • • • SRB: 1A10A�+tTESSET'V2'D(AME7ERREBAR • • • • • • � rrP.: 9101CAMS TYPICAL 5) UIVDERGROUA D U71L RZM FOt�ATAW OR OTHER MIPROV +rs, • IFAN Y, W J?ft g? QM4TED RdW. 01DKATfiS 6) ELEVATIOtA IF SHOWNARE BASED ON NATIOAIAL GEODE17C VERTICAL DATUM 1920 ORS: B$WATESOAWMRECORDSOCK s, MD)CAMMORRORLESS4 7) FENCE OVAIERSHIP NOT DE TERMINED UNLESSOTHERWISENOTED F.F.ELEW AVFAICAYSSI FLOORELEVAMN 8) AWAANt StEl MTO W/REFBVCES ARE TO CENTER OF WIRF_ N.T.S. WICATESNOrTO SCALE 9) AEASUREMENTS TO WOOD FENCES ARE TO OU7SWE OF WOOD. R MWATESKWW ' 10) WALL A&ASUREMENTSAFE T0FROMFACEOFWALL 8 A19MCATESSOM 11) DRAWING DISTANCE BETWEENWALLSANWORFENCESANDPROM TYLANESM4YBE AWC ATES Q EXAGGERATED FOR CLARITY. � AIDICf MW ATESlJY @a1St9YS CONC.: MDCA70 00NCMM 14 FLOOD ZONE WOWATMN WAS DERWE) FROM FEDERAL EMERGENCYMANAGEMENTAGENCY OWL- MDCATESONPROPERTYLIRE FLOOD WORMATOV RATE APPS. PROPERT ,eOF: Mark A. & Alessandra Franco FOOD ZONE: x BASEELEV.w Not Available PERM 90 N.E. 106th Street COMd�U - 120652 MAP&PANED Miami Shores, Florida 33138 DA OF • �.? - SUF . J Miami Shores Vil ►a e A BOUNDARY SURVEY ••• • • W W DUr W • •PWFESS10NAL SURVEYING AND MAPPING APPROVED BY DATE '� a evrm rAMMIT&AWAW > � > ")VNES & GARAC /A, INC. ZONING DEPT e�ruvr�stAtpmaaFr.ssatn►x c+aaevrmsa�rcwa�ssaa6 • • . . . . _ 67A •.: LB # 2098 ,NVrNwv ur��:'�tr�osx�tunea�.uan r� BLDG DEPT asBewcA4aocrAo . g�iaowASArxra ••• ••• BEALESMITH PSM# 5238 FRANCISCO F. FAJARDO PSM# 4767 SUBJECT TO COMPLIANCE IMTH ALL FEDERAL 359 ALCAZAR AVENUE, CORAL. GABLES, FLORIDA ` STATE AND COUNTY RULES AND REGULATn ®NS • 4134 (305) NO-709 FAX (30V 559 -3002 y .. Y.,. �r I!! I DA M 7` S 1lE 1's mac ' DRAWN BY: -, DtMO No.: 21 Q5 27 • 6-5-0& E 1;exrations •Added. v� 6 to S 2 .212990 =. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL t • may,- .:. !� S � Phone: (305)795 -2204 Fax: (305)756 -8972 ..,......... Inspection Date: 06/26/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION Inspector Comments Passed ri��l Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, June 24, 2008 Page 1 of 2 Inspection Worksheet Me alp Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ff Phone: (305)795 -2204 Fax: (305)756 -8972 u r =. Inspection Date: 0511312008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: DIAZ & RUSSELL CORP Building Department Comments RELOCATE BATHROOM AND LAUNDRY ROOM MAY 13 2000 r I s c Co nts Passed c B C " OOR F R THE GARAGE WILL BE OPEN Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, May 12, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village rm iegtl� b � 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 FT Inspection Date: 05/15/2008 Permit Type Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Bullding Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION ® ®� Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 15, 2008 Page 1 of 2 r 4 Inspection Worksheet Miami Shores Village tMa �f 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/2912008 Permit Type: Residential Construction Inspector. Grande, Claudio J 3 1 Inspection Type: Columns Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Project: <NONE> Parcel Number 1121360060010 Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION 0 - Inspector Comments Passed V 0 cc Q Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 28, 2008 Page 1 of 2 6 yr Miami Shores Village Building Department r � ? 3 d % 10050 N.E.2nd Avenue, Miami Shores,.Horida 33138 J� Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. g y PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building��"Q Owner's Name (Fee Simple Titleholder) d16� Phone # Owner's Address City ELI A State zip 3 9 Ilk Tenant/Lessee ne # Job Address where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL Is Building Historically Designated YES NO __,2C_ Contractor's Company Name ri f' �'.i� /J f'/ /L G .2lt j Phone # O 5796 7 q. 2 / ° 7 Contractor's Address 441 w 11 G "w 5) q — t City k A t.P State r" = Zip Qualifier Name - rkc -'K- F tOY - 1= 0 - Phone# SOS ®()j State Certificate or Registration No. Certificate of Competency No. n Architect/Engineer's Name (if applicable) �I' I ' tom/ Phone # Value of Work For this Permit $ Square /Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: r Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ •� i 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 estimatle 500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature GZ�G Signature Owner or Agent C tr to The foregoing instrument was acknowledged before me this 90 The foregoing instrument was knowledged before me this 36 day of 4 4LO a?_ by M4-0 A . ��k�G� � day of 41r J�r , 20 ��, by 14Lei< ,l%0W't 40 who is personally known to who has produced who is personally own to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: JUDITH L. YAEGG My Commission Expires: "' ' jLt J L My Commission Commission DO 672531 gaes une pow nwrmyr &kama Ma B MW APPLICATION APPROVED BY: 5 Plans Examiner Engineer Zoning (Revised 07/10107) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (306)795-2204 Fax: (306)766-8972 Bill To MARK FRANCO Invoice Number: RC -9 -08 -32838 90106 Street NE Invoice Date: September 11, 2008 MIAMI SHORES, FL 33138 -2035 Permit Number: RC -2 -08 -275 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 09/11/2008 Scanning Fee Calculated $3.00 09/11/2008 Miscellaneous Fee Calculated $35.00 Total Fees Due: $38.00 Thursday, September 11, 2008 r - �rtgORg Inspection Worksheet �. "M Miami Shores Village 4 p d$ ' 10050 N.E. 2nd Avenue Miami Shores, FL 0 Phone: (305)795 -2204 Fax: (305)756 -8972 Em Inspection Date: 11/1312008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Buildin Depart Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION Inspector Com nts Passed CLEATED AS REINSPECTION FOR INSP- 99499. CC / fi r 21Z. Need framing Inspection first t� NB Failed Correction Needed a Re- In3pection Fee i (75) i No Additional Inspections can be scheduled until re- inspection fee is paid. i Wednesday, November 12, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL kr Phone: (305)795 -2204 Fax: (305)756 -8972 a � Inspection Gate: 1111312008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: FP ANCO, MARK Work Classification: Garage Enclosure Job Address: 90 106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: < NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Dep&n - rnent Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION � � TO Inspector Comments i Passed CREATED AS REINSPECTION FOR INSP- 98626. CREATED AS REINSPECTION FOR INSP- 98365. CREATED AS REINSPECTION FOR INSP- 98235. NO ONE HOME JR 10/23/08 Roof framing is not per plan. Revise plan. Failed Ceiling hgt is not per plan. Wood in contact with masonry must be PT Concrete columns and beams must be repaired. Steel exposed. Correction Truss inspection required. 4 Patch holes in exterior walls. STOPPED INSPECTION Needed F71 Re- inspection � Fe No Addit,oa,W Ins can be scheduled until re- inspection fee is paid. Wednesday, M ivember 12, 2008 Page 2 of 2 v�uu rvvv 00 51 Ktt: PINNACLE RESTORATION • �vv ��` MIAMI AWN FRANCO'S RES, Job No: 14 FL 33166 Page: 1 Pro 90 N.E. 106 S Project PINNACLE RESTORATIONi"a" " ° Dat ` 71 ,. Model ADD'N FRANCO'S RES. °~' r Project 14' Black No: Deliver To: i, ; Lot No: b Account No: ` .- MIA MiSHdRES 4 - `1 Contact MIAMI SHORES„ FJLORID� Designer: Gaffs Site Office W ; > Salesman: Deliver To Address3 - `° - - -44v Name: o Quote No: Phone: Fax: Tentative Delivery Date: ,>� Summary Includes the following 'Si en aj� russering *01" es ids (Individual Truss Desi n Drawin s Show S 77 9 g pecial Loading Conditions): Wind: ASCE 7 -0a h ota 5 PSF. Floor Gravity Load =6s PSF. Exposure C , Enclosed. Computer Program used: MT eets %germ ; - Q1 thru 0002 Total: 2 drawings. With my seal affixed to this sheet, I hereby certify the Truss tonforms to 61G15- 31.003, section 5 of the Florida Board of Prseionai Engineers Rules. Ch. the Flo i nisn v This si I dex sheet indicates acceptance of my professional engineering responsibility design drawings The sui ability and use Of each truss component for any particular building is the responsibility of the builditti�,des rlst:, �r'CPI 2002. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 ,. OSCAR J J J 9 J JJJJJJ ti J J $ Date Truss Date Truss Date Trn 0002 07- 15-208 Ti ! J JJJJ) J J JJJJ.~^ lJ J J JJJJ J J JJJJJJ � y t O J J J JJJJJJ J JJJJ 1 J JJJJJJ J `, JJJJ PER o .- Miami Shores Village APPROVED B P' 'TE ZONING DEPT BLDG DEPT S11IRJ CT TO CdM PUANC TH ALL ED �$ STATE D COLWW RULES AND REGULATIONS � e 4. Inspection Worksheet N Miami Shores Village I xg" A 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ............... W ......2 m � o OR A A GRT� . . . .... ........... . . m ........... I........... ... ............................... ............ . .................... ............. ...... I . . ......... .......... I . ......... ....... . . . ......... .................. ................................. ............... Inspection Date: February 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 Street Miami Shores, FL 33138-2036 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 B uilding Department Comments Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 02, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795 -2204 Fax: (305)756-8972 -------------------------- -------------------------------- _-- - - - - -- - - - ------- - - — ------ - ----__---_----------------- .............................................. . .. . ....... — ---------------- - ................. . .......................... 7 7 ISO Inspection Date: February 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 Street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 B uilding Department Comments FEB 0 4 CNTV Inspector Comments Passed r ,, , " - Q,,7 Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 02, 2009 Page I of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 ............... _------------------- - ------ - --------- - --- --------- - - ------- ................ __------ - - - - -- -------------------- ....... . . . ........ . ......... ....................... . .......... . . .. . ......... . ....... . . ..................... Inspection Date: February 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 B uilding Department Comments Inspector Comments Passed Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 02, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756-8972 — ----------_-------_- - -- .................. ............................ ........ . ................ ..... . . . ................... — - -----------___ . ........... . .............. ........ — ------- - ------- . ........... ... .......... ....... Inspection Date: February 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Steel Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 Street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 B uilding Department Comments Inspector Comments Passed Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. February 02, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 IRPS '_tnm R W M T Inspection Date: December 08, 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 106 Street NE Miami Shores, FL 33138-2036 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments CREATED AS REINSPECTION FOR INSP-99782. CREATED AS REINSPECTION FOR INSP-98626. CREATED AS REINSPECTION FOR INSP-98365. CREATED AS REINSPECTION FOR INSP-98235. NO 0 9 ONE HOME JR 10/23108 Roof framing is not per plan. Revise plan. Ceiling hgt is not per plan. eeRtaet 4th masemy must b PT_ Concrete columns and beams must be rell%eq%kornments exposed. T r ' artion required. a " c a c oles in exterior walls. D INSPECTION ,�, Partial- front addition only e4 I 0 libiled El Correction Needed peel Re-inspection �� ®� �� Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, December 5, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 E, Inspection Date: December 08, 2008 Permit Type: Residential Construction Inspector. Bruhn, Norman Inspection Type: p yp Drywall Screw Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305 )807 -9217 Building Department Comments CREATED AS REINSPECTION FOR INSP- 99874. PARTIAL PLEASE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, December 5, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (305)756-8972 Inspection Date: December 08, 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 106 Street NE Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments CREATED AS REINSPECTION FOR INSP-99780. CREATED AS REINSPECTION FOR INSP-99499. CC Need framing Inspection first NB Partial- front addition only NB Inspector Comments Passed Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, December 5, 2008 Page 1 of 1 Inspection Worksheet ,f„ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ° Phone: (305)795 -2204 Fax: (305)756 -8972 N A A Inspection Date: January 23 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: FRANCO MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 98363. CREATED AS 02/0� REINSPECTION FOR INSP- 98238. NO ONE HOME JR 10/23/08 The windows do not match the plans. Plans require SH but HS are used. Failed NB Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 22, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)766-8972 .. ..................... . ................. . . ...... . ........... — - ----- - - ------ . .............. . . ........ . . . . . ..... . ..... . ....................................................... ............ Scheduled Inspection Date: February 25, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Shutter Attachment Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 NE 106 Street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments Inspector Comments Passed cc �Q Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 24, 2009 Page 16 of 24 1 �-� Inspection Worksheet g 4 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL a Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP -8 1282 Permit Number PL -4 -08 -662 Scheduled Inspection Date July 21, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: FRANCO, MARK Work Classification: Addition/Alteration Job Address: 90 NE 106 Street Miami Shores, FL 33138 -2035 Phone Number Parcel Number 112136006001 Project: <NONE> Contractor: DIAZ & RUSSELL CORP Building Department Comments RELOCATE BATHROOM AND LAUNDRY ROOM ector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- Inspection fee is paid. .ii i., m Anna For Inspections please call: (305)762 -4949 p,,,o 4A of An f Inspection Worksheet Miami Shores Village g. I i S 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -81290 Permit Number: EL -4 -08 -663 Scheduled Inspection Date: July 21, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90 NE 106 Street Miami Shores, FL 33138 -2035 Phone Number Parcel Number 112136006001 Project: <NONE> Contractor: JC ELECTRIC INC Phone: (305)754 -6949 Building Department Comments NEW LAUNDRY ROOM AND MASTER BEDROOM ADDITION AND EXPANTION Inspector Comments v �� Passed n 1'L4 Failed _. Correction Needed Re- Inspection ❑, G,�,� ,� Fee No Additional Inspections can be scheduled until re- inspection fee is paid. _iii., gn gnn4 For Inspections please call: (305)762 -4949 pane R7 of An Inspection Worksheet Miami Shores Village At -fit fib 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 2 ............ ------------------- ................... ....... . ....................... ........ -------------- ------------- ---------------- ........ .......... . .... . ................ ... ... _'.. " . ....... .. .... . ... ...... Inspection Date: January 01, 2999 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Nailing Affidavit Owner: FRANCO,MARIK Work Classification: New Roof Job Address: 90 NE 106 Street Miami Shores, FL 33138-2036 Phone Number Parcel Number 1121360060010 Project: <NONE> Contractor: CONSTRUCTION MASTERS OF SOUTHERN FLORIDA INC Phone: (786)623-4452 Wilding Department Comments MAY 0 8 ENTO Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-81296. MISSING AFFIDAVIT El JR 04/16/09 Failed /VP 1 "otr� ��i`�' JK Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 04, 2005 Page 1 of 1 &t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` • ` -i; °� =mss �� -f Phone: (305)795 -2204 Fax: (305)756 -8972 { i : vi,M„ ....... 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Inspection Date: 10/28/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. OCT 'q 9 2 ® ®� MASTER BEDROOM ADDITION Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSR- 98238. NO ONE HOME JR 10/23/08 Failed �.6/LC¢• D�diL. Correction 6 Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, October 27, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Z6 6 Phone: (305)796-2204 Fax: (305)756-8972 ......... ....... ... ... . . . . . .................. . . . Inspection Date: 10/28/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Framing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90 106 Street NE Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LILC Phone: (306)807-9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE MASTER BEDROOM ADDITION SPRINKLER PUMP. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-98235. NO ONE HOME JR 10/23/08 ov Failed F4t� 41-_ /L.W 41 4vo -i- N Correction CD IX Needed Re-inspection Xyo~ Fee � [Ef ($76) No Adlitional Inspections can be scheduled until re-inspection fee is paid . 7 Mv, Monday, October 27, 2008 Page 1 of 2 Inspection Worksheet ..0 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P 4;4 �M2 Phone: (305)795 -2204 Fax: (305)756 -8972 Wg.. -.,ate .� .:: , - Inspection Date: 10/27/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: RONS AIR CONDITIONING INC Phone: (305)233 -9944 Building Department Comments INSTALL 3.5 TON AIR CONDITIONER AND RUN NEW DUCT WORK TO NEW ADDITION Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 24, 2008 Page 2 of 2 d Inspection Worksheet uu Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r.. t wo Inspection Date: 11110/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Project: <NONE> Parcel Number 1121360060010 Block: Lot: Contractor. EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION ®QQ Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 98365. CREATED AS REINSPECTION FOR INSP- 98235. NO ONE HOME JR 10/23/08 Roof framing is not per plan. Revise plan. Ceiling hgt is not per plan. Failed Wood in contact with masonry must be PT le Concrete columns and beams must be repaired. Steel exposed. Truss inspection required. Correction Patch holes in exterior walls. STOPPED INSPECTION Needed P ® ce�crL� A 0 1- r : IJ 4' 1/ Re- Inspection Gt/�:,��u�s �aee ��• Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, November 7, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL na" Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1IM012008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: FRANCO, MARK Work Classification: Garage Enclosure Job Address: 90106 Street NE Miami Shores, FL 33138 -2035 Phone Number Parcel Number 1121360060010 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807 -9217 Building Department Comments CONVERT EXISTING GARAGE INTO A NEW FAMILY ROOM, RELOCATE EXISTING BATHROOM. RELOCATE EXISTING LAUNDRY. RELOCATE SPRINKLER PUMP. MASTER BEDROOM ADDITION TO Inspector Comments Passed cc Failed 6 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, November 7, 2008 Page 2 of 2 PEI Ltd, MI >• B y . _ - ®__ MIAMI DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 10 WEST FLAGLER STREET, SUM 1603 PRODUCT CONTROL D"ION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA} www,buldinucodeonlinecom Yale Ogron'Windows and Doors, Inc. 8130 NW 74 Avenue_ Medley, SCUP This the applicable rules and regulations governing the use of construction mate ' s. tation 'tted has been reviewed by Miami Dade County Product Control Division and b ` and Appeals (BORA) to be used in Miami Dade County and other areas where I I&I Jurisdiction (AM). This N I}ot� i ' , the expiration date stated below. The Miami Dade County Product Control Divisi I' . �Cow� �� i/ac the AHI (in areas other than Miami Dade County) reserve the right to have `° ' ;for material tested for quality assurance purposes. If this product � material fails to perForm in°'�ie accepted manner, the manufacturer will incur the expense of such testing and the AI-D' 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. 1 10 D APPROVAL DO < ' g No. W98 -21, titled "Series -800 Alum. Awning Window (N.Ly' sheets 1 through 4 ,. a 8, with revision D dated 05115107, prepared by AI Fasooq Corporation, signed and , P. E., bearing the Miami Dade County Product Control Renewal stamp ® lance number and expiration date by the Miami. Dade County Product Control Divi TIIv h 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. y AL of this NOA shall be considered after a renewal application has been filed and there has been 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 Mann 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 renews NOA # 06.0628.02. and 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, PJL �' Expirat{o : s • June 21,2W7 Page 1 P A." Yale Ogron Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W98 -21, Sheets 1 through 4 of 4, titled "Series 800 Aluminum Awning Window (NI)", prepared by Al- Farooq Corporation, dated 03/03198 with revision D dated 05/15/07, 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) 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, TAS 202 -94 along with marked up drawings and installation diagram of a series 800 aluminum awning window, prepared by Fenestration Testing Laboratory, Inc., Test Report No- F11,5099, dated 11/24/05, signed and sealed by Edmundo Largaespada, F.E. 2.. Addendum letter for test report FTL-5099 referenced above dated December 22, 2006, signed by Carlos S. Rionda, P.E. . 3. Test report on: l) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum awning window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1827, dated 12/30 /97, signed and sealed by Gilbert Diamond, P.E. 4. Addendum letter for test report FTL4827 referenced above dated August 17, 1998, signed by Mr. Manny Sanchez. 5. Addendum letter for test report FTL -1827 referenced above dated August 25, 1998, signed and sealed by Mr. Gilbert Diamond, P.E.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al Farooq Corporation, dated June 24, 2006, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-91M 2. Comparative analysis and anchor calculations, prepared by Al Farooq Corporation, dated March 11, 1998, revised. on August 23 and 26, 1998, signed and sealed by Humayoun Farooq, P.E. *-"� . . . . . . . . . . 11�Yana ere4 Product Control r NOA No. 074=.10 Expiration Date: September 17, 2011 Approval Date: June 21, 2007 E -1 Yale Oaron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: ES-IDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of compliance, dated June 24, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 30, 2007, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5099 issued by Fenestration Testing Laboratory, Inc., dated May 10, 2007, signed and sealed by P.dmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0628.02, issued to Yale Ogron Manufacturing Co., Inc. for their Series 800 Aluminum Awning Window, approved on 08/03/06 and expiring on 09/17/07. Product Control NOA No. C 0 E$plmdon Date: September 17, 2011 Approval Date: June 21,2W7 E -2 DESIGN LOAD CAPACITY - PSF A iYa H7 tom• MAX U WINDOW DIMS. NUMBER OF NEW ! 8" a r ER OF / DSO ANN. GLASS 3/!8 ANN. GLASS WINDOW L90p WIDTH HEo VENTS ANCaoas /r pR,( +) INT.( -) EXT.( +) INT.( -) 52 3/ 19 -1/8' 2 2 63.3 75.0 - - vm z � 28 -1/2' Z8 " 2 2 83.3 75.0 - _ 49 tµ . 0 37' 2 2 63.3 71.3 - _ D.L. 1/2• PO 8 53 2 2 37.0 37.0 48.6 49.6 R8 OSB ANN. GLASS a 19 -1 /$` 3 3 63.3 75.0 - .- 3/16' ANN. GL 26 -1/2` -3/8 3 3 63.3 75.0 - - 37" 3 3 63.3 72.4 - - � �'�'"�i %i �' .. \ 53-1/8 3 3 37.0 37.0 50.1 50.1 C a 19 -1/8. 4 4 63.3 75.0 - - 8" / 26 -1/2" 50-5 4 4 63.3 75.0 SEE 53-1 4 - 4 - 73.2 - - c o n B ` FOR NM Iff ANCHORS 4 4 37.0 37.0 49.8 49.8 18 -1/8' 5 5 63.3 75.0 - - i i z 26 -1/2" 63* S 5 83.3 75.0 - �- n 83.3 37" 5 5 ' g i ' 5 5 37.0 37.0 49.5 49.5 19 -1/8" 6 5 63.3 75.0 28 -1/2° 8 5 83.3 75.0 //� �' �• � 37' :74-1 6 5 63.3 74.9 53-1 /8 6 5 37.0 37.0 80.1 50.0 C a• MAx 1YP. �o z E V t�,w & sA.L 3YEICAL El EVA770N 03 Q fiERiPS -804 AT LtNUN►JM AWNIlVG MINDp1P co � y DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER MM ANN. SUSS CHARTS SHOWN ABOVE, 3 /I9 "AWL QMM APPRWAL APPLIES 70 MIME UMTS OR SIDE BY WE .244r Mft COMBINATIONS OF AWNING /AWNING OR AWNING WITH OTHER 6dAgg BiE WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING YAWL -DADE COUNTY APPROVED MUTAJO S IN SEMML K l LOWER DESIGN PRESSURE Fist WINDOWS OR MULLION APPRWAL W ILL APP TO ENTIR SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND TEM TO COMPLY WITH THE IfS OF THE FLORIDA IlUII= CODE 2004 EDITION (W. 2005) M FOR TN E HIGH Y6 WW HURRIGWE ZONE (HU 0 ANT TopI Om VENT JAMB OMMOR GLAZED WITH wow BUCKS 8Y OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER AND GE 1000 SILICONE'ROLt FORMED ALUMINUM GLAZING BEAD g <m vo LOADS TO THE STRUCTURE ('SCHNEE MORF94FAD WW' GLAZING COMPOUND OPTIONAL) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS CONDITIONS NOT SHOWN IN THESE DETAILS EMtIT 1D BASE MATERIN. SHALL BE BEINNVD MHIl. DRESSANG OR SNCCO. GLA2INC' DET - � yn ANCHORING OR LOAD A ING wGY "w i ARE NOT PARE OF THIS APPROVAL PE A LOAD OUR fION LIPASE IN ALLOWABLE STIE,SS IS USED IN DES! OF NOTE' > !) ANCHORS WO WOOD ONLY GLASS CAPACITIES ON THIS SHEET ARE BASED ON CODE MATERMAS 0=01110 SUr NOT UIYIED TO rEE AL SCVWS, THAT CDME INTO ASTAd, El M (3 SEC. GUSTS) WITH REDUCTIONS Ptadmq droving no. WITH DIM L)ILAR MATFRIALS �iA(t MEEt THE REW1iTS FOR FLEX�I E SUPPORTS TO COMPLY WRH SECTION OF 2004 ROM B r 74Q�$ - 2 LAG. =11001 2003.6.4 (SUPPLEMENT 200). 2403.2 OF FHC 2004 EDITION. meet t o+ TYPICAL ARAN CJ SEE EIEV. FOR .WAdNa 78Y � �� N :4 WOOD M= AVAL a 6 STRUCRm ime—DIOE COUNIY APPROVEa NULIJON & MULLION ANCHORS SEE SEPARATE NOA qq O N t Qyy i R j 14 4 5 h 8 .0 4 \ \ aye 1YPIOAL ANCHORS a I —\ 2 j I I SEE aft FOR SPACING N ♦ i WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON ® 6 ,j ! 2 11��♦ I I MUST SUSTAIN LOADS IMPOSED BY GRAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 73 TYPICAL ANCHORS: sm ELEv. FOR w+A m 10 t �i r j i i t INTO 29Y WOOD BUCKS OR WOOD STRUCTURES a `r.rl tl + I 1_ t j 1• -9/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY +� 17 �� it 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 4� • �� i �' 1 i t DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY Il I ♦-. t ,$14 9 0 OR SELF DRIUM SCREWS I Z 8 ,. I 18 j -, ., I 1 � � 77 � INTO METAL STRUCTURES 2 STEEL : 12 GA MIN. (Fy = s6 KSI MIN } MI 1 V C g ' ALUMINUM : 1/8" THK. MIN. (6063 —T5 N.) (STEEL IN CONTACT W[TH ALUMINUM TO BE PLATED OR PAINTED) I 910 SMS OR SME ORI L M SCREWS �1 INTO MIAMI —DADE COUNTY APPROVED MULLIONS r•t (NO SHIM SPACE) c DRUANCES INTO CONCRETE AND MASONRY o 1-1/4" MIN. - TYPICAL. ANCHORS INTO WOOD STRUCTURE a t /2" MIN. $ sEE ELEV. F OR SPACING INTO METAL STRUCTURE m 1/2" MIN. y FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED o WITH 'SCHNEE MOREHEAD 5504' SEALANT. Q 9 L �� ♦ O ` � ats . . CI1.N "3438 NO g •� rfPMAL-ANCHM WOOD • I • O I •+ • e. ' dfOWIlIQ AO. e• , . .. 4 , n . ` 2aY BtbC1C �p �g q 8'4t nliPbae9�ct {,,/� ,•A.. ".'m•'• .4 4 . SM EL.EV 1 ACM Y 2 A 2 � i1.7$'�2� sheet 2 � 4 1 � 2'� N a LL 1 i i1 4. V6 _n a i 4c 0 .�p M�A19 -OADE t;OVNiy 1YAICAI. ANCHM sEE KARATE NOA SM EM. MR S ACM 2 9 Q g 0 � t } 4 Q 9 _ EXTERIOR Q " �rurooar t6On1 a MADTH � 3 I S$ a Coe VENT CORNER A FMaiv FRAME CORNER FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION SM M. FOR SPACM i 1/ VAX 1/4• SH91 KVL SKIM S"m 18 O .°' MOOD •'•T WAL ANCHORS ELEV. AND CHART 3 F9R V M SEE a". AND CHART FDR SPACMG v' + .Y 11 • ' 191• fiA pE J 18667 na�pyhf.16ft Wme I - 19 v WO6 am CAN. X36 women 190TH $ S wEw EXTERIOR MNw LedePsado wog no srRUCRa:E MAY S 1 2007 ' W98 -21 Lhest.30f 1937 �� A62 TYP. m 2498 '� r n �i 0 .812 P4 �► U n_ 47 � � g t.OpO .858 W iK .154 ��' =2 FYP. NM z u IA00 837 —� .887 A62 FYP. 'c a CEWM At TOP 1IEAiT BOTtOM t �{ I 4 _} 3 .408 Z 1.281 62 7m BOTTOM VENT BOTTOM r .812 g E Bt t c� 19H0 .062 'tYP. "-18 M gg 1938 S $ FFWE Clt i g v tat f 56e ��1p ppE� // t��667T PROMCrXLMWM A62 TV Al2 A82 TYP. CALLQAN 7ff38 Bnampym d1fsN6 Fudit gg 1875 tAOD >� 1 S t3 AA 8s drawhrg r &-2 w. 1.888 1.372 W9 FRAME JAMB t(E A sdreet Act 1R9fl1 / PART / Q03N77T1f DIsON MtI�AL MANl: /BOPPLffiR I YE-5 1 fRA1� NEAR ALUM. {8063 -75j DFfON OR EOUAI. 2 YE -1 f jYETiT PENT FOP AIJA1. (6063-75) Tif'fON OR EQUAL. 3 YN-$1a 1/VENT BULB �6 (.199 X -"S) VINYL N'IBORO OR EOUW. 4 Yli -817 1 FWUIE F� � (.190 % 2W) 1AN19. OR E�IAI. 5 - AS lffQO. GLUM BEAD ROLL FORMED ALLOW FLORIDA r. t 8 YE -2 1/VENt CENTER k TOP VENT f�7TOM ALUM. (8083 -T9j TP'fON- OR EOUA1. 7 YE -14 1 807i0M Y�i#' BOiIOM AWM. {8063 -18 TIFTON OR EWAL 8 YE-4 1 FRAME SILL ALtnt. (8083 -T9) TIFION Mt EQUAL H YE-3 2/VENT PENT JAMB AM (B�3 -F8) TU70N OR EQUAL 10 YE -t8 2/VENT PENT NOW AIM {8083 -TB YALE OBRON FAB. 1i YH-418 2/VQft VENT tAfY�W PM AtlaL PAN- AMERIOAN 12 YE-8 2/VEfti t 1280 ALUM. (0003-TO) YALE OHROPt FAIL 13 Y!F -8ff f/fI8i8E ! LM MU ALIAII. PAN- AIB:RICAN t4 YN -80H 2/VetT AIDE BAR l�l'M1ER NYLON M di M PLASTICS YE-10 a FRA1� ,WB ALUM. (ao63 -7sI T{fTaa �e E�YAL t8 YE-8 f /JAMB Bt87E BAR ALLY. (�83 -T8) YALE OORON FAIL 17 YW-= 2/110700wr I6� L88t MW ALtAd PAN- AhrERICAN w f8 YN-ap5 AS ttEQD. 'E' RgtO ARC STEEi. uttERBTATi: StX�1Y tH YN 2/VW CAM I= 2avD o� txHF souTt�nt DIE CAST 20 YE-8H 1 COtBtECf8t0 Low Alt/ ALUM. (6003-TO) YALE OOROFI F7I8. 21 YH-808 1/BAR RUDE BAR �TFOM PRO ALt8f8NM PAN-AMERICAN YN-at8 1 mw OFFSET ANW,E OPERATOR {t1t OR RN) ZYtI: DIE CAST SOIRNEt@1 01E CAST 23 VW-430 2 GROSS SHAFT AN ZINC ME CAST SOUTFRRN DIE CAST 24 YH-80f 2 CR093 SWIFT HEARRtO itYL018 M & M PLASTICS ?d YH -828 1 tXiOSS &iAFT STF7:1. tfAWANREO 28 VF-8 AS RED. 91XtEiY 10 % 8/16' PLATED STEEL utTERS1'ATE SCRflM 27 1'F"1-4104 1 /At81 CROW �11FT ARIL P61 ALUltltdlAl PAN- AMEIBCNd 2e YN -62o 2/vENr AIDE BAR Put -t�ER AiAR+BAIM PAN- iUffPoCMI 1 . ?a YN -�7 2/4ENT A� 8Nt RWET ALIu1M PAN- �AMERIGW 1a YH-821 - St3ZEEF1 SYYIVEI Ct1P AWIBtUY - 37 YN -816 - I A CLIP 1010 ALUMBBSA - 3a YH -af4 IA= CAM LOCK RIVET AWY81ta1 PAN- A6�ICAM 33 W-113 2/t VENT "M RIVET ALSR18at1t PAN -AAFI M W-1112 AS REQO• MW LINK RNEI' f NYLON M & M PLASTICS Q +F p • MUM-DADE COUNTY, FLORIDA MIAMI METRO.DADE FLAGLER BUILDING EM12 --------------- - ® - -- BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.mian►idademov Aluminum World, Inc. 4401 E.10 F Hialeah, o ' 30 y. SCOPE: Thus N t e applicable rules and regulations governing the use of construction materials. The been reviewed by Miami -Dade County Product Control Division and accepted - by the s (BORA) to be used in Miami Dade County and other areas where allowed by the Aut`h g sdi (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 des herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Build' ` D ESCRIPTION: " t 0384" (min.) Galvanized Steel Storm Panels Shutter APPROVAL D g No. 05 -109, titled " 0.0384" Galvanized Steel Storm Panel -Storm Guard ", sheets I throu y Tilteco, Inc., dated May 06, 2005, last revision #2 dated July 08, 2005, signed and seale b `U a Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Noti " ber and expiration date by the Miami -Dade County Product Control Division. RATING: Large and Small Missile Impact Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the foil' went: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RE OVAL 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 martufacture 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 renews NOA # 05- 0610.01 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. Makar, P.E., M.S. NOA N 06-0410.03 W al�e� Expiration Da 07 Ap oval 03/15/2007 �3 /1 5'IZ 0 0 7 Page 1 I CV x r • Aluminum World. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0304.05 A. DRAWINGS 1. Drawing prepared by Tilteco, Inc., titled "20 Gage Storm Panel - Storm Guard", Drawing No. 99 -70, dated February 24, 1999, sheets I through 7 of 7, signed and sealed by Walter A. Tillit, Jr., P. E. B. TESTS L None. (Tests originally in file #98- 0303.05) C. 'CALCULATIONS - L None. (Calculations originally in file #98- 0303.05) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file #98- 0303.05) E. OTHER 1. An official corporate resolution issued by Mr. Scott Shaver, from Florida Metal Industries, Inc., February 19, 1999, rescinding any claim to the Notice of Acceptance #98- 0303.05. 2. Letter issued by Walter T. Tillit, Jr., P.E., March 26, 1999, stating that all documents are unchanged copies of Florida Metal Industries, Inc. "Storm Panel - Storm Guard" submittals, Acceptance #98- 0303.05. F. NOTE 1. This approval, the same as Approval #98- 0303.05, is issued to change the name from Florida Metal Industries, Inc. to Dynamic Window Shutters, Inc. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.01 A. DRAWINGS 1. Drawing No. 99 -70, prepared by Tilteco, Inc., titled "20 Gage Storm Panel - Storm Guard". dated February 24, 1999, last revision #2 dated July 11, 2001, sheets I through 7 of 7, signed and sealed by Walter A. Tillit, Jr., P. E. B. TESTS 1. None. (Tests originally in file #98- 0303.05) C. CALCULATIONS 1. None. (Calculations originally in file #98- 0303.05) D. MATERIAL: CERTIFICATIONS 1. None. (Material certifications originally in file 49 0303.05) C-fielmy A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0410.03 Expiration Date: 07/09/2011 Approval Date: 03/1512007 E -1 Aluminum World Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 1029.02 A. DRAWINGS I. Drawing No. 01 -280, titled "20 Gage Storm Panel - Storm Guard". prepared by Tilteco, Inc., dated October 08, 2001, sheets 1 through 7 of 7, signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. None. (Tests originally in file #98- 0303.05) C. CALCULATIONS 1. None. (Calculations originally in file #98- 0303.05) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file #98- 0303.05) E. OTHER 1. An gficial corporate resolution issued by Mr. Rafael Rosado and Leocadia E. Rosado, from Dynamic Window Shutters, Inc., dated October 01, 2001, rescinding any claim to the Notice of Acceptance #01- 051601. 2 Letter issued signed and sealed by Walter T. Tillit, Jr., P.E., dated October 08, 2001, stating that drawing #01 -280 prepared for Aluminum World Inc. is engineering wise completely identical to Dynamic Window Shutters, Inc. drawing #99 -70. 3. Bill of Sale from Dynamic Window Shutters, Inc. to Aluminum World Inc., dated October 01, 2001. F. NOTE 1. Approval #01 -0516 01, the same as Approval #98- 0303.05, is issued to change the name from Florida Metal Industries, Inc. to Dynamic Window Shutters, Inc. 2 This approval, the same as Approval #01- 0516.01, is issued to change the name from Dynamic Window Shutters, Inc. to Aluminum World, Inc. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0206.06 A. DRAWINGS 1. Drawing No. 42 -575, titled " 20 gage Storm Panel — Storm Guard ' . sheets I through 7 of 7, prepared by Tilteco, Inc., dated December 11, 2002, last revision #1 dated December 11, 2002 signed and sealed Walter A. Tillit, Jr., P.E. B. TESTS 1. None. ye_ je. ffoff A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 0410.03 Expiration Date: 07/09/2011 Approval Date: 03/15/2007 E -2 r Aluminum World. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 17, 2002, indicating that the only change is update General Note numbers 1 & 10 to reference the Florida "Building Code and ASCE 7 -98. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #05- 0610.01 A. DRAWINGS 1. Drawing No. 05- -109, titled " 0.0384 " Galvanized Steel Storm Panel — Storm Guard ' , sheets 1 through 7 of 7, prepared by Tilteco, Inc., dated May 06, 2005, last revision #2 dated July 08, 2005, signed and sealed Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analysis titled " 2004 Florida Building Code High Velocity Hurricane Zone Revision of MiamiDade County Product Approval for 0.0384" Galvanized Steel Storm Panel — Storm Guard ", dated May 26, 2005, sheets 1 through 38 of 38, signed and sealed by Walter A. Tillit Jr., P. E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. y A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 0410.03 Expiration Date: 07/09/2011 Approval Date: 03/1512007 E -3 =m \-j rM=M 11OTAt h - PA © "h" HEADgg oas• --� � -,oa1• r� tas• OW 1 S S. . 4 . I TOTO A .790 -T � .Dez• � � OW h SEE. I.— zoo6•_..� L nErAa r R. ® "U" H dD R �--- zmo•._.J I � L L- J.12$ .re7s• ' Q S TE£L TUBE ® S , DD ANGLE RE/NFORCEME DETAIL 1 : STUD W/ WING Nur aAVU aJ 5 W/ ko .174 �II" -.1zs• L J . .DaJ• ° f =TRACK ® 2 "x5" (Max xD 12GLF MAT-TS AtOM #AM COMPONENTS uor Aaoa7RS lsse SR1BWn �. ...l. J tNmc STORM PANEL TYPICAL /� ELEVATION = SW SLEET J a' 7 FW 1� MW.S W/ V, •760 Uaa. av .pSp• Trent GM ` ACL'EPnar DA M/O SECTION A -A �P�as L srDRat PAR¢ Sromv Ov 1RS Parr APPAO,ft MWW OVA) IWS Peon MW MR CM . WaM DB ADOa EDTrar of THE B1mDArA twos sww or arrmaao as Pea sv reao nB AYE AfflF7/OA&V CODE P A ar W1Dm ro W0ID7 WWrAApRA7Rg QR SAS PAD, AS TES1elEA am NOT OMW SIB, SHf S AILOIMBlE LO404 FOR aaD LOADS WA4 SDI IASFD W WBlll AAWLYIAR ! , NL fL40 SCASWS UIID WOOD A 1.60 WNro LWO OI/RATrov fACfaP WAS L5E0 ro GLCLrAtE SGP SPAWN SlORdI AWM AolaRtld' 1� I Mr ARV Alf N -W-a Nrce in aW MOM Of A000WA1hLE S1R SMWI roar.4 OF WIe a AgNlml£p Cow As Pm I M ! / a6W- 88-dTl tR US-10r. Tito -= B Up-My PIWr ms a Alt SMM SW AM PARFI.S SWU LWYE St9WR MW" AM AM% QMW at O4tnM SM AFSDAWTRAV W/Fl..4ae br AFTm Rouen} S AU AUAfA1RW VIMMM SWtL Be 0081 -76 AUCY WUM anan g KMM A1) AmY9(WI E7 MWW OF rAPWOR AWWN aao COROWX SWU ae 7 J 14' A.a) V tl t T - LSItX -AN AN(XtdpS SWLt 'VaMy D WM rW PoIM f 7E AD ARD STUCCO SWU PDVIl = 114' r-10 SWEWS tSFa 01WLL BE r 7/P LaW AWN $1,V" S=W Va5r AJ) AY GaS r1E17'_PREOASf SrWA; R W5r COAL MrE LWQMS OR PAYERS SF a eM rue asa AAtplQRS � I J/4 OWN MR AYW = AOJ WAS ! 0 1! ERSfAfD oONCRPIE XXX WAW 1/4 tl LiPCWS AAtlALptq AS A/MMMURFD BY LLR BULM 114 0 x 7/6' cAtJl -0. ARGttkiS AS MAMFAMW BY AMM FASMaM, WO a7 TAPOOW A =# v70 TW CMCRM PLOP! LW SW{G Be 1 114 8E PFRRlTEA OOM EIS wm rw OW &W ame iw.. A t /4 • a-" savkw OSEO 54N1 ee r t /z LM AMC" S W an4XV DW.. AAV I MNWAI FOR NW" RIrR w sncm 6.J) N C" War MOW STOAT OR PR eAasr LvircREre PARt1.s ee FOIAID ON iNE t Wntt AN1WflS 014U W LOW FlrOWaf ro RFMa 711E AWS STRUL71/R£ BEIOS SUG/ PARHB. ARa ALA' 1 1/4• AgN" FOR ARCRM81BRn0AfD N It t). 1 7/b Far aARJiA4S !C) ANCHORS SWLL IB MWALLO FbuOW X ALL OF RE RECWQFRWYAW NO SPOMM OF THE AAA Vn MAWOXCaWM 7. PAAUS AWr ALSO 6E WrAUFD HaTWONPUY FaLO WsrAUAAIM MTAW WIWYN OR Sx7gfb z, u J .! B lSffkT z d J or 7) A FArX PANfI. SWU I(AYE A UWME AAD fir4KY WME uu=o DVSRWWti GW4W aR TERMr ro SSZW PAAWL4 ERR APPUDOX rT amm PERSDS OF MllmCm WAmim 8. ? 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MTV 2 rMN(&R^3 rAM OML BE PLACED AT BMW OF FACR PAKIL Oit6�ll LABEL s,WU. IBM Aa FiYLW1b" ALLa®roAt , ErA ML T OWM APPRMM F.B.C. (High Velocity Hurricane Zone) O ame see sm 9rORN PAm- Srm WARD' oxAlwv Are ALLY. ALUMINUM WORLD, INC a/ /m IL E C O in.. 4401 E 10 AM" a T p F y * MWWWWO CDe P A W a =I.% 05 -109 Piles i pRJBFr r IJP�lr1�t87f AR B a�Ot'!oO YR A1C A\ Opy' WLI*w MO SOU.7ER A DUiT Jr. P. E ad e7a1a a _ FLOIARA LRZ 04ta7 � _ MIGeA 4 _ _ SBEET 1 Of 7 4 cae 4 Ara rE AMNOW —I Fumy 'Y Aocweo CONCRIVE OMAMW Pam -} I a 2 \ I I 3 0-4 t I 5 m s9>6mw i ' (SW saoxw i FOR I"� MR I m+. MR W. � Saar,. g 1 SPAW" mosw a�u j an" I m srurc cuw �nwc aass 1 � s I c I FOR Aft sO"I mr TO vas 1 I I I I ? iwC sass I i 1 i i t I 1 I i i i i Jfs' a-20 1 I �" 1 Pam / a I j c I Fro EMY SUB CAVOKEW a� { avc o Ja• C.a BLOCK WALL BLOCK m - I -- i w l e . POEM cmvtm 4 0.1t 4 ca 4 cox FIW&WW a SECTION 0 ANCHOR SECTION 0 ANCHOR SECTIO & ANCHOR WALL MOUNTING INSTALLATION CEILING & FLOOR mog. INSTALL t� mmm I I (SEE wmw - SECTION 3 - SECTION 4 0 WI& am Ftod o 1 sta,Rnr ro I I sFFna rA m 1 iW. to s 0 06 - o I ta2srata aASS I r a"m am I &OSMO OWS I W ,� � a 7�77 77 1 La ! q E a > IDCE IkSAwCE 31tE "�a1mi. i i 1 i [SfE L! ON t sratr 71 PRODUCTREY13ID cmapblog With dmFINid9 o ,$• as OR o it as oa . as ! AWE / FOR C OF SEMONS 6 COM p4 Y�TO SNT 0MAtL MM 1 -5 CMIL 4 COAL A Cad ql F.B.C. (High Velocity Hurricane Zone) SECTION 0 STUD SECTION 0 STUD SECTION 0 STUD & a aUV � SMW p - WM , • Aar. WALL MOUNTM INSTALLATION W4LL MOUNWO IIUSTALL4TJON WALL MOUNTING INSlALLATlON •�� AltIMJNUM WORLD, INC °a - SECTION 1 - SECTION 2 - SECTION 2A 11 L IE C O tote. "Of F- 10 AM" - � FALff FESM O a o40e1e0MVP COQWAW NLitfAN FL J3Ot i 05 -109 am r A +( ' ,ot s BMWs OF 7 a�nw as m: rr mmm� ma AMBYG JIe t7s WACJF RA x. P. E ve mass s fL0ii Mu i • 7 Cow cave rE ANOHCRS 1 4 0-20 SS ANCMffl PC CcNcfmw OR CONCAM !� � � �sr �axu -r-� Wnsvm � CaNOR &= REOUIRID o I Is w 1 I I (SEE SCHEDULfj i FOR I 1 NOTE FOR COMBINbTJON OF SECTIONS F ft EX S 4M77 i WA " g Ft00R/CE1LlNG NOUNnNG SEC77ONS CAN BE I COg iN ANY WAY TO SUIT ANY INSTALLATION. 1 I o a. I i E D. EDGE DISTANCE ((SEE SCHEDE bN SHEET 5 UL OF 7 a? COMORM Cm M? COMCRM aouato w Q, ca,r. w ,J F .- t • t • Alin. ---.t J 1/B' I—ZO SS LACIME REMM J 1 E#Ol r W/ &W & WASHER �AxAETE ® 6' Qa AlMOM omit Odom CaA, 0 0.03 MOUN me tt BUILD MOUNTING 1NST,4,�(.ATION - SECTION 5 (DIRECT MOUNV - SECTION 6 rD WL M Fbdb !rm ,2.000° ft 1 1 I I F.B.C. (High Velocity Hurricane Zone) r5sw ®A1�nsww 0.0384' CALV. STEEL STOW PANEL— STORK WARD' 04M eY LAP i^ & EROS ALUMIN WORLD, INC zw 044 / 45 ja �1� E C O s pa. 44ar UM a Ao AvENUE PANEL REINFORCING DETAIL W, (a `� �.'� t � q4 i l� Ypf � 6 ffitlh4 .f f0 E t au m-aa SNdE}' J OF 7 POURED CONCREIF OR CONCAETF SLOW WALL '"w J4 REQIIMEO � Mox Q 9• 3 t / POURED COM'2t x p O END COT PANEL I �1F L WALL REQUIRED .� . NN /— ® Q A, � mman �, � 4 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f. AND j 8 ( 2) OR CORRESPONDING MAXIMUM PANEL LENGTH "L" SCX£DME 2k4kf/B' J108 -X14 \ 4 PAM rc OR t A%A%n�AAAVS z Afax. \\ S MAXIMUM DEM LOAD 44m PAMa LFNCTN Le WW SEFARATRIM SMONS 8 R Ai7rT ALLOY -- ---- aaU W (P.al.) L (1&) AD a= SW SLIEST 2 & J Or 7 CONDImm 14 . 0 BOLT 4"14U93* 510 -Nt OR .yaLp, -7&0 - 8 =J0' J ! J, $ 3, 4 & 8 L/N80LTEb i tJ2aCTT ANLSE OR $ Y O40E Oafk S1Ea AVMV +80.0 -720 9'-0 J B UNBOLTED -CASE A (Plcn) CASE B (Plan +6ao, -76.0 B -:0^ 2511 a UtMIM POURED COA•CRE7F +42.7, -a" .a6• -10' TO 12 -0' J' 2A SOLTED W/ BAR CONCRETE BLOGK REQUIRED �2.�0• .Wn BOLTED W/ 114' 0 -20 SS M.S & MONUT AT OVERLAP & 400LENGTN OF PANEL. f.00D assl�lAylm v+i1•a PBe ALIENNATE LEG LOCAUO.V 2XZxos3•TO2'x5 Xo3s• 06 —0 /0.03 Con& Alum. ANGLE OR .080• O LOl1 J10S -X134 SF1EE7' METAL Alum. DENT PLATE 1 amts T CASE C (Plop) �aomcrL�cvsso r 4omNJLnS wub lrao trla� a � ° r>o -a o•aJ mm Aie b AND_ CLOSURES DETAILS F.B.C. (High Velocity Hurricane Zone) O.OW GALV. S1EEL STORM PANEL= SMV WM' wunv et auce ALUMINUM WORLD, INC ;°, IL E C O INC. 4401 E 10 AVENUE �— _ mtr7 1csrLNO & cNGnr cwL Arn RMLEAH, FL 33011 05 -109 ---- em re am amt aaaw R o /�s?.S� Aw r ratio . AFQ + aw. aura.®,. aas as w agoaonau ars lkL1WUX1 Ne 16V.T£R A 1HLR P. E t m awa s Mtn, 4 OF 7 Lfo. 44187 � MAXIMUM DMIGN PRESSURE RATING "W" (g s f) AND CORRESPONDING AL9X "ANCHOR SPACING SCHEDUM FOR INSTALLATIONS INTO CONCRETE AND CBS UCTURES • E D. = EDGE DfSIANC£ MA1GM M MAX" ANCHORS SPACM FOR E D. - J 1/2' a APPLC46M TO' DESIGN LOAD TAPCM (WX -iN - mcno GS f * AIAY91dM PANEL W 6-0 ANY CON611 MN LENGRI 2 (16) -rO COfIME M MASONRY 110 COI✓M%w m of rmw +60 N/A N/A 12 12' 6 pop /Gomm) 5- I" OR LESS +60, N/A N/A 12" 6' 6 (TOP/807`70M) >6' -1` TO 8' -2" +60, -72.0 N/A N/A 6° 6° 5 (TOP/SOTTOM) 9'-0" OR LESS 6" N/A 6" N/A 1 (Top) 6' 5 f 12 6' 6° 1 (BOTTOM) 6° 5 112" 6° 6' 2 (TOP / SOTTOM) +60.0, -760 N/A N/A 6" 6' J (TOP) 6 5 112" 6" 6" J (BOTTOM) 8' -10 OR LESS B N 7" NIA 4 (TOP) 7' N/A 5 112 NIA 4 (BOI70A0 6" N/A 6" NIA 5 (w) 6° 5 112' 6 6" 5 (BOTTOM) P70120Ac'f da Rnm N/A N/A 8 6 6 (TOP /807TOM) +42.7, -533 s" 1 s f 12 1 6' 6" 2A (TOP180MOM) >8' -10 TO 12' -0" VANN �s cecw _ • SEE SN£ET 6 & 7 OF 7 FOR ANCHORS TYPE & SPACING FOR INSTAUUATIONS WM WOOD FRAA1£ BUWNGS as ftmpjyb8ed6ftP MI awftcmb •+ MUM & ANCHOR SPACINGS ARE VALID FOR J 112' EDGE MrANCE = — No FOR E. D. LESS THAN CING J 1/2; REDUCE ANCHOR SPA BY MUUMMIG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING = {ACTORS (NOTE SHALL C MY , A6n. E D. 6� FOR PERFORMED WHEN R kS 2 f ZCALK —/N ANCHORS �. SPACING RESULTS IMO A AfIMMUM OF J' FACTOR ACTUAL E D. VRCW oaxx -nv F.B.C. (High Velocity Hurricane Zone) J' w .7S 7bOU' GALV. SIM S70RL( PANEL -W M GUARD' WAN MI .71 .50 M.&K 2" w _ ALUMNUM WORLD, INC PAN IL E C O INC. "Of E TO AVENUE tTLLtT TF3T/NO t ,� & { rQ 1,1 U34MAK FL =11 05 -109 ma 177d �tIDO.t (.WW�� 1 = 1 A16 M Yid OR 4E F Iola{ OW AWo ND �O Tfltk. P. E mm.ma r pyy SMLf 6 Qr 7 f20RIDM Lfo. 4sf r /tr ua o / / W 10m 2 "--Q , , i I nm o fa aa� i r /�a'r. W suaxs o 1fgxm 4 cox `�.• 7 cot $ ALTERNATIVE 1 'a s e r W M o W a u ED�"E7 114%10 S.3. B�.TS o a- as w/ +vur a wasre:a 7 c-I FM Aft SWARMAW 1 7r Wn 1 3 Y ' 114 '0 me 7/9 sra • 11x01 oe-as w/1 r /1 ��11 fo nlrrFao�o .: SRIO o 11 O.C. 8 1 wow aafE 8 ALTERNATIVE 3 i — f ��1 spma�ns�em�me 4 caa acr�gs.Sao�o 2eJ1 r /ssuco ALTERNATIVE 7 MOM CF RAM saw WALL MOUNT. /NSTALLAT. {OffSET) ALTERNATIVE 2 — SECTION A Mooucr v u Apo 01 sav 1faforl � s>:clfOtts a & We m sw my zft nuricroo F.B.C. (High Velocity Hurricane Zone) aOJW rate. SM SMW 7+AM9- 'crawl aM' en 1. !m= Y 8"-pPow 1p ro +BaO "V.. 8 ANN Y. r A L 7o ffi safmxan+ PW M. R aW W N � W/O/OS fo x k u a w .srom mov a, = ,,, ALUMINUM WORLD, INC aarc S M? .GOD am lfafe ro HE ■„ E C o 1NO. 4701 E r0 AY M7£ FW At. Z M/ SID OF aao p7 �1 rear ss momNSaw un HWtFAtI it 3J07x 05 -109 1MSr t fa Ila1 •pt lY pIClONI !W mi • p1� WQ f1GiN7IR1 Ia1 r A t aa+aC 8r8Ef B of 7 4 INSTALLATION DETAILS ON MISTING WOOD BUIL DINGS °° 4' O.C. R MED ® 24' C REQIRREO 114 LAG SCREWS 1//4 BUSHING W/ " l.D. x318 LONG ®8 O. W/ $�5 THREADED ON 114 ° 0- 20x2 SS TO EXMNG'WOOD HEADER. SCREW 0 6' O.C. TO 4n m EX/ST*W WOOD HEADER. 114 m 20x1 amp BOLTS W/ 7/E'x3/32' a>� WING NUT ® t2' O.C. I'x49 1/8" Min. (606J -T6� Kum. TUBE W/ T- (3) 5/46 0 LAG 1 SCREWS TO E4CH JOIST. 6 Cony jl4x3 14' SM. LOCATE SCREW AT 8 6" O.C. MIDWIDTH OF EXISTING WOOD MEMBER (2' Min. NOMINAL WIDTH) I Min THREADED PENETRATION. W000 HEADER WOOD HEADER 1 3 Cont. REQUIRED REOMW {s4s St SX44y TO Ezrsrrn c c�'iass 1 7/8 Wx3 /JZ" WING NUT ® EVERY STUD 0 12' O.C. 1/4 °0- 20x1` WING NUT /a'xJ /32° 4 Cont. ossn•Mox. m a 4p 12" O.C. 2 x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) WOOD STUD MAOWDTH OF PLATE W000 STUD 6 Cont 40 24' O. 1/4' 1 5 . D. x 8 BRASS SS REQUIRED 1/4 0 LAG REQUIRED / SCREW ® 6" O.C. BUSWNG W t/4 -20x2 S.S. SCREW ® O.C. TO 14 SCREWS 6" / 0 LAG S+Dl1L1 W 1 1 2' Min EX/STTNC WOOD PLATE. a 6' O.C. W/ t t/2" Mtn m,mmwoteene PENETRAT70AC THREADED PENEi7tATlON TO EXIS77MG WOOD PLATE ® MIDWIDTH OF PLATE ALTERNAIM 8 ALTERUMI E 10 z � L ZEW TIVE2 SHbd PRODUCTRVAM mwmplyftwftmon rMa sdftcwc CULING & FLOOR MOL M AG lNSTALLAT/ON rro — o• o� - sECnON e 0 coon M Dh3tas 1. 06rAt AMM ARE OAC.Y VM FM DESkAt BMD ta= .0 to +p.2 F. —mo A" m PAMIS LFmnrs m a�fot B.C. (High Velocity Hurricane Zone) 8 taw 2' x r P. r W W 8DV M PW ft R VAtF M Vff M MM FOR toMUn nW OF sc rm s, 12 X AG It C w/ SPOT m Dewy of am �i,gt/ cfsam mouvi � E w4 cw fir 0.0364" GALV. STEEL smw PAm- STORK w4m a MR I" oar er: T FRAi@ � wDOD YfJBkRS to � sonn&na b A7q' KIY 10 21� AMr �6UWM uar. MX Na $ R W/ oE167lY of o.ST 4mAV. ALUMINUM WORLD, INC al 1L E C O IMQ. 401 & 10 AVENUE ncur rESn>ro t af%74 xm Cow-4w Huth, Fz =11 05 -109 sREEr � or s AUK A Cam® AMMMY 373 N.E. 91NO STEM MUM mss. RA. 33138 Date: November 2, 2008 FXL uc AR 0OW74 Miami Shores Village Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Re: Permit # RC08 -275 Franco Residence 90 N.E. 106 Street Miami Shores, Florida 33150 Folio # 112136 006 0010 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the master bedroom expansion's sloped ceiling shall have the minimum of 7' -6" in one -half of the room and not less than 5' -0" at the wall as per Chapter 12, Section 1208, (2)(ac2). The installation was inspected and approved by the Architect. Respectfully submitited, Mark A. Campbell, Architect State of Florida: #0011074 Franco Residence Inspection letter 11 -02 -08 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (306)766-8972 .......... ............................. -----_----------- ................... . .................. . . ------------- ............................ . . . . . ........ . . ................ . ...... . . ...................... . .. ............ .. . .......................... 9 Inspection Date: January 27, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: VALENTIN, ANGEL ENRIQUE Work Classification: Addition/Alteration Job Address: 90 NW 106 Street Miami Shores, FL umber Parcel Number 1121360050240 1 Project: <NONE> CIM"L Contractor: ARCHITECTURAL ELECTRIC SERVICE B uilding Department Comments Inspector Comments Passed [ZI cc Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 29, 2009 Page 1 of 1 Ik Inspection Worksheet Miami Shores Village m tun 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Z W r . a Inspection Date: January 27, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: VALENTIN, ANGEL ENRIQUE Work Classification: Addition /Alteration Job Address: 90 NW 106 Street Miami Shores, FL Phone Number Parcel Number 1121360050240 Project: <NONE> Contractor: ARCHITECTURAL ELECT SERVIC Building Department Comments Inspector Comments Passed cc Failed Correction Needed l G Re- Inspection Fee 7g 1 9 ' No Additional Inspections can be scheduled until re- inspection fee is paid. January 26, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a y , NEW Inspection Date: 08/18/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: VALENTIN, ANGEL ENRIQUE Work Classification: Addition /Alteration Job Address: 90106 Street NW Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1121360050240 Block: Lot: Contractor: ARCHITECTURAL ELECTRIC SERVICE BuIlding Department Comments AA 1 GFI RECPTACLE @ NEW KITCHEN. ADD 1 MICROWAVE OUTLET, RELOCATE RANGE AND DISHWASHER OUTLET Inspector Comments Passed cc 1 Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, August 15, 2008 Page 2 of 2 Revisions Date TYPE: DUPLEX VOLTS: 120 /240V- i>� -3W M N17NG: SURFACE PA MICROWAVE ABOVE 15 MAIN PANEL MAIN BUS: 125 A 100 A LOAD: i— cwt N a c.� c r` GFC1 18 11,13 KVA WIRE COND. C.B. TRIP DESCRIPTION CKT. CKT. DESCRIPTION C.B. COND. WIRE K pp N # # TRIP ,� ao 1 1/2 20 Generai Lights 1 2 General Ughts 15 1/2 #i Z #1 3/4 30 Water Heater 3 4 General Ughts(Hallway) 15 1/2' 1 w x 3 W O 0 5 8 General Ughts(Kit) 15 1/2 #14 ____ #1 1/2 15 Bedroom 2 7 8 LIGHTING 20 1/2° #1 #1 1/2 15 Bedroom 1 9 10 AIR CONDITIONER 50 3/4 2 #6 (7 U 3 #6 3/4' SO Range 11 12 50 13 14 Washer /Dryer 30 1/2° #1 U *1 1/2 20 Microwave 15 16 30 #1 1/2 20 Refrigerator 17 18 Kitchen Appliance 20 1/2 #i s M W U V) • #111/2" 20 Dishwasher 19 20 Kitchen Appliance 20 1/2" #1 e S w w h •DENOTES NEW CKT UNDER THIS PERMIT 0) O O O W r Lo- w O —CN F Z W V � JUL 17 2300 00 BYe ®___ao -_ } J9 DIS WASHER BELOW e PERMIT #o Miami Shores Villa a ••• •• i •'• • • •'• •• �i i i i i i '• APPROVED BY DA'L'E •• i ' 70 � se • DatokULY 1 08 ZONING DEPT •• • • e Scale NTS BLDG DEPT I Di Swat ' SUBJECT TO COMPLIANCE WITH ALL FEDERAL N F P KfiTCH T STATE AND COUNTY RULES AND REGULATIONS •• • '�....., - �,•' -. r �r°�..Zev� � lx Gf'` � xr y _ ,r • . � `N �tt1 r� fi.c�Y s$ Miami Shores Village XR 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 oi x S .......... Phone: (305)795 -2204 , l Expiration: 01117/2009 Project Address Parcel Number Applicant 90 NW 106 Street 1121360050240 Miami Shores Village, FL Block: Lot: ANGEL ENRIQUE VALENTIN Owner Info on Address Phone Celt ANGEL ENRIQUE VALENTIN 90 NW 106 ST MIAMI SHORES FL 33150 -1246 Contractor(s) Phone Cell Phone Valuation: $ 2,000 ARCHITECTURAL ELECTRICD SERVIt Total Sq Feet: 1200 Type of Work: ELECTRICAL Available Inspectlons: Additional Info: KITCHEN REMODELING Inspection Typ e: Classification: Residential Final Meter Box EC 0 service cnar.ge Fire Alarm 1�0� Alteration Relocation Underground Rough W. W. Fees Due Amount Total I Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ E-00 Notary Fee $5.00 Permit Fee - AdditionstAlterations $159.99 Payment Type: Scanning Fee $6.00 Technology Fee $4.00 Total: $176.59 i 4 3 2908 50 5� VILL OF In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated July 28, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, July 28, 2008 1 Miami Shores Village ��'``'' ��`�� "' ui JUL 1 r 2^08 ° v Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 � " "' " " " " " "' " "" °""" Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 9 + �S FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder Phone # 0 � "W Owne1 Address Cit a 40k"v State Zip i r Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 1S FOLIO / PARCEL # Is Building Historically Designated YES NO ��l�i V ' ST Contractor's Company Name � ,Phone # ' XD K Contra or 's A ess City State Zip Qualifier Name Phone # M4 M7 State Certificate or Registration No.- Certificate of Competency No E -MAIL: Architect /Engineer's Name (if applicable) Phone # I Value of Work For this Permit $ 1 [L A,-/ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace F] Demolition Describe Work: yyl I agn Submittal Fee $ Permit Fee $ /'�� ®b CCF $ CO /CC Notary $ Train ing /Educat on-1 e $ Technology Fee $ Scanning $ Ra qtt $ 1' R $ Zoning $ Bond $ Cody Enforcement $ Double Fee $ Structural Review. _. Total Fee Now Due $ a m., See Reverse side -� MIS ;��d � .MGR S VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the fnas tis -it h, efl ziccurs seven 7rf days afte - the -liiIl i��arged. inspection wi of be approved and a r ' spection fee i be charged. Signat Signature _ Sign Contractor Owner or Agent he foregoing instrument was acknowledged bef e e this The i The fore n instrument ackno ledged before this' -� _ day of 200y by Q day of�J(,t �yl 20 O$, by SGU� �K -IZ „_ day c W is p ersonally - known to me or who has produced who, h�w�ho is ersonall known to me or who has produced As identificati Oa� c CCdi 0ORIDA • 1 JL. � s identification and who did take an oath. NOTARY PUBLIC: A l. orralrle Y ena NOTAR . PUBLIC: Commission #DD436458 Expires: JULY 23, 2009 c�d Thru Atlantic Bonding Co., Inc Sign. / � G�✓ _ Sign: Print: (. rra l ►'w- n Q _ Print: � � • 0 5�' My Commission Expires: ' Tu l\' a 3 r Z o09 My Commission Expires: C��4,. God` � �rx��x��x' �' �x��x�'* �• �x��r` x�' x* �xr�n��, �• xxxr. ��- �rxx�• a: xxxxxxx•:•: *xxxx��xxxx•:� *x�x��3• '•�x� *x•:x�xxx•:rx ^� a1 APPLICATION APPROVED BY: �� Y Plans Examiner Engineer Zoning (Revised 02 /08/06) .MIAMI -DADE MIAMI -DADS COUNTY, FLORIDA s METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (B } FEB 2 6 2009 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION w MIAMI, FLORIDA 33130 -1563 B ` : -_- /__- - - - - -- (30S) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE.,(NOA) www.miamidade.00v Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 SCOPE: This NOA is being issued under th p li d gulations governing the use of construction materials. The documentation submitted has ire s + Mxa -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BRA) "to be used in* Dade County and other areas where allowed by the Authority Having Jurisdiction (A111). 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 AI3J 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the 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 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 te at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and lists of this page 1, evidence submitted page E -1 as well as approval document menti The submitted documenta Helmy A. Makar, P.E., M.S. NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: IV0112007 0/ 'Za�ra7 P e t !0 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS I. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS I. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kurz, PX. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 , pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098X, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L None. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 E -1 17 Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under* number 07- 0817:03 This letter a to- u� :cur 4 22ga. Panels under number 07- 0817.03 to be used at the following job: Sincerely, Victor . C Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized., signature must bear the raised ; cwMorate seal...of .the_. company holding the Dade County Notice of Acceptance. PRODUCT MARKING 1315' r 22ga: t= 0.029' 1315' [ SIL 7: T MARLING OPTIONAL) I 200@' -t 0215 (LOCATION OPTIONALI GALVANIZED I @,385' F UpDTN UNLIMITED BAOK L000' 2.062' I� 0.452' (PERP. TO PANEL SPAN) f ` r -� 33i5' MAX. 0.191' ,452 (CONN TYPE A j .j 312' �- I Z' 0 89' { in a RFr==)) rrP. sECTONS H II 1. 7 9 0.062' 9 1 ,,DgO , ROLL . 81'- -I I 1' `" @.062' 1 @ @6Z' T 4 TYP 0.320•- 0465 9 NARDO, P.E. E acx l TYP 0' L 0.500' 0.410' 12.500' PANEL COVERAGE I I 7 - - j �L @@95' OPTIONAL 'tea -T0 STITCH 14.438' PANEL LENGTH F- I.18I' - 0250 4181' T 0650 TYP. BOLTS WITH WA5NERED STOF21 i PANEL BUILD -OUT F' TRACK �Z W U OvERLAP9 a MIDSSE APPROPRIATE rl n 'N' HEADER /1_'U' HEADER (:1 �' TRACK PAN SPAN TABLE) Da =~ N 1 /a -20 x 311,1 X1.0 -0-'I 4.000• PLAN vtEw 5 5. STUD I ` ISga TYP 1.000 80.158' 1 @00' 1.000' x ` v O O MIN 0 T_ C t 0.0516 80 301' ff'" m W Q m- �} 0350' 1 i t IL T Z Z iri � 17 � 9 GALv STEEL, 0250' 0 + dl X 9 0.125' m r@ 050' 0 a„ Z_ w 0 Q cv TYP. r GRADE 50) y .r + � r 1 n O V LLI s c L L ��s 9 _ Rc�312 m TYP. Q z S 1L �_ l25'� I 1,00' MIN. 1.00' MIN. 0 � 0250' 1000• 0.150' 0.063 B Z W Z X W Z -I 15 @@ 5.0@0' MAX. 5.000' MAX. 0865 \ W X MAX t- 0.015' MIN. TYP HEAD AN Q LL Z m 6 STUDDED ANGLE BUILDOUT /CLOSURE ANGLE �J -PAN CLOSURE WASHERED WINGNUT II KEYHOLE WASHER 12 HEADER END CAP �/ + Z Z (ZAMAC 3 ALLOY) GALv. STEEL GRADE Se ((+se U I O NAL. � � "sm oEeP TYPICAL 50TTOn nouNT (CONN � \ � + T � J � � CN f ANCHORS t CALK -N) TYPE As I Q'D) \ t .T • / � \ z Q m J u. LL - ^_ TYPICAL MOUNT ELEVATION DAY BE AT Q z U -2.043 if Nss. TpP goiron In 1.00' It 1815 _ LL U {fl w 093 2,061 ED ' r 5313' - 0:D93' m r=E DIST GENERAL NOTES 0015 0063' - �f-- �0?J63' I •935 � 0.063' --�• �-- 0.063' 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND 0.125' TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN St p 106031 15' u ,063' ToP MorafT� �t ap LAST PANEL TYPICAL PANEL A50VE ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND ^ 0 v 0063' � 0.125' 0.093' � � B OBSTRUCTION EFORE OVERLAt' oasrlalcnoN PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAB 202 '� . "t _ FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR 0093 `j 1.931' I 0093' - �E- I I -y CYCLIC WIND LOADING 1.00• --��- 0093 0093 i I ®I Y 2. NO 33.39. INCREASE IN ALLOWABLE STRE55 HAS BEEN TOP 'H' TRACK 70P 'U' TRACK v BOTTOM U' TRACK x m+ : : e . USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. (1 BOTTOM 'H' TRACK IS i , TOM J (� Ll) (� MOJNT 0 V j 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE m sn j As �O'D) (1 W USED WITH THESE DRAWINGS SHALL BE DETERMINED BY m a = tt L1 OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE x mss' MAX TRUCTI > W GOVESNlNG CODE. WHEN A5CE 1 -98 15 USED TO CALCULATE a g GAP (LOCATION / �( / 1- N PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF A xm. naY vaRr) \l _ nn DIRECTIONALITY FACTOR Kd=0B5 15 ALLOWED.i�� z Il i ii -20 5.5. SIDEWALK EXISTING 025' w a I TOP MOUNT 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC OR MACHINE BOLT ♦ WINDOW MAX u (CONN TYPE AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. WASHERED wINGNUT ® MAX ; ` � °J m �y�t 1F 51TE CONDITIONS DEVIATE FROM THE CONDITIONS 24' O,C. TYP" ANGLE MAY VARY i '�d� �1� DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ' ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO IS GA. GALv. STEEL PANEL BELOW BENT PLATE BE USED IN CONJUNCTION WITH THIS DOCUMENT. (0.(4418' i OB6TRl1CT10N BM. THK) OR 2' BE 1.000' S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE 6063 -T6 ALUM. ANGLE OVERLAP E; ISTING CONCRETE, HOLLOW BOTTOM MOUNT eCONN 11 PANEL OVERLAP NG STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED ® c>5 4' MAX ` -5LOCK OR WOOD FRAMING TYPE As REO•D) OPTIONAL '4 -20 STITCH BOLTS WITH UlASNERED 1<41 EXISTI WALL MOUNT CLOSURE DETAIL I m �1 I D USSE A SPAN TAg E} a MIDSPAN LOADS. CORNER CLOSURE DETAIL --A V N.T.S. ` N 6. STORM PANELS SHALL BE 229a STEEL (GALVANIZED 1_ TYP _6 TYP ICAL MOUNT ELEVATION AROUND OBSTRUCTION r •� THICKNESS t =0.029' MIN) CONFORMING TO ASTM A653, B - 5TRUCTUR4L QUALITY, GRADE 80. G -90 GALV. COATING WITH A MIN. F -32Z KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 wr ".• 1;'t't'S'.:+ 4• fC ?i .`':: C's:' ".i OVERLAP WALL BEYOND WINDOW DISTANCE ALUMINUM ALLOY, U.N.O. GREATER THAN OR EQUAL TO 1.5 TIMES 1. PANELS SHALL BE PERMANENTLY LABELED WITH A BUILD -OUT DISTANCE (2001 FBC SECT. 241313) MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: Z' 0 3 025' ALUM. ANGLE ® OR J -PAN CLOSU� I J�JJ(L// �fj�rf LL FLORIDA STORM PANELS. INC. (MAX EXIST. CONG, PIECE ® (SEE DETAILS ABOVE) MAX I '� "•"^ •�+ OPA- LOCKA, FLORIDA HOLLOW BLOCK LEG DIRECTION MAY BE REVERSED. >�•`•a MIAMI -DADE COUNTY PROD. CONTROL APPROVED BUILD OUT OR WOOD FRAMING. J DISTANCE ALUM. ANGLE ® OR J -PAN CLOSURE 0500' -~• 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO O PIECE 9 (SEE DETAILS ABOVE). OVER L A P THE MAXIMUM .SPANS .MID LOADS SHOWN ON THESE ty,,,L�,,,� s 1 REVISIONS DRAWINGS REFERENCE GONSTRUGTfON TESTING LEG DIREGTfON MAY $E •t� Approved V£RSEP Z � MINIMUM �Approved 89iglCLjD'Y"'9 6gt DESCRIPTION DATE F ' CORPORATION CCTG1, OF MIAMI, FL. TEST REPORT No. 02 -041. FASTENER 15' O.C. FOR DESIGN LOADS EXISTING Florida C CO." Y c1crtlENTS Intel I FASTENER a 15' O.G. r (SEE CONCRETE, FOR DESIGN LESS THAN OR EQUAL TO 81ps 2, ! J 606-3 EXISTING 1.0 @ ©' HOLLOW 10. TOP t BOTTOM DETAILS SHOWN MAY BE CONCRETE, LOADS LE55 THAN OR EQUAL TO ANCHOR SCHEDULE FOR ANY ACCEPTABLE 81 s( (SEE ANCHOR SCHEDULE FOR ANCHOR). FOR DESIGN LOADS GREATER INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY HOLLOW Y ACCEPTABLE ANCHOR). FOR 1 •� • THAN 81psf, USE ALUM ANGLE CLOSURE BLOCK cor, Idiaml BC'ZC BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT BLOCK OR DESIGN LOADS GREATER THAN Q PIECE ONLY WITH ANCHORS a 10' O.C. FRAMING FOR MOUNTING CONDITIONS INCLUDING 'H OR 'U' HEADERS. WOOp 81psf, USE ALUM ANGLE CLOSURE m EMBED �� CA E: 3' I' FRAMING. PIECE ONLY WITH ANCHORS a 10' O.G. TRAP MOUNT CLOSURE DETAIL RA Y: 11. ALL BOLTS t WASHERS SHALL BE ZINC COATED, tU GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE E BUILD -OUT MOUNT CLOSURE DETAIL N .T.S.pWG •: 02- 868 -I STRENGTH OF 60 K51. N.T.S. 2.00' MIN, SHEET: 1 of 4 e i EXISTING CONCRETE. HOLLOW MAXIMUM ALLOWABLE I - 11NII IUP"( SEPAFRATION EMBED. BLOCK OR WOOD FRAMING-. EMBED C3 CONNECTION TYPE SEE ANCHOR SCHED.BASED TI SFAN SCHEDULE T2 FROM GLASS SGNEDULE REFERENCE ANCHOR ON TYPE OF STRUCTURE. SCHEDULE T3 FOR MAX. C2 CONNECTION TYPE C3 CONNECTION tt'P� SPACING REFERENCE ANCHOR Load No Stitch Stitch Bolts Span Separation Separation 20 SHORT LEG MAY BE REFERENCE ANCHOR POS11iVe SCHEDULE T3 FOR REVERSED WARDS / MAX SPACING MAX. SPACING Bolts At Midspan Load (psf) Less (inches) <= 30 ' at > 30' (inches) - m5mm• 0.500 • p Than: at <= 30 FRANK � Bg""Arz3v:••PE. 0.500 EQ EQ EQ EQ x W (p Sf) L MAX R L 1� * " --- t--- -� m250' {� 6 - 0" 2.75 1.22" m25 8 I I m_ -� 25 10'- 7" 10'- 7" / 30 8'- 8" 2.75" 1.94" o W n �- 30 19-6 10' - 5" 10 3.00" 3.00" T 3 35 19-9 fly- 0" 6 2.75" 1.25" srJV ANGLE 39 9' - 9" 9' - 9" w Na TEK SCREW OR DIRECTION MAY 35 8' - 8" 2.75" 2.10" - _ '/a -20 MACHINE BE REVERSED, v 40 9' - 8" 9' - 8" lL S SCREW : NUT ®w AS sN«w 45 9' - 4" 9' - 5" " } - O.G. (TYP ALL srM. 10' - 0" 3.00 3.00" U G2 CONNECTION TYPE I�Q�D GLASS W Q CONNECTIONS w W REFERENCE ANCHOR SEPAR. DIST. L 49 9 - 11" 9' - 3" 6' - 0" 2.75" 1.29" W rn 01 . z EXISTING Z SCHEDULE T3 FOR (SEE TABE .� - GLAZING MAX, SPACING T2 FOR Mw.) W W 50 9 - 10" 9' - 2" 40 8' - 8" 2.75" 2.26" Z m 2^ Z w IL -1 55 8' - 5" 8' - 11 " . _ .. `� A .o w msmm 6 TING Ex1s1 IL Q 9 8" 3.00 3.00" Z = u , Q/ z d ' GLAZING 58 9-2" 9 - 10" Z 60 8' - 1" 8'-9- 2.75" 1.32" Z W X Z X W w AD REQ'D SEPARATION o w , 11 i O Q FRS I GLASS w w =1 65 T - 9" 8' - 3" (Q 6 LL ? 45 8 - 8" 2.75" 2.41" (REF. TABLE T2) w z e EQ EQ `� p Z c0 l7 u - N w i 70 T- 6" T- 8" 9' - 4" 2.92" 2.92" a Q ,� Z a oi=TIONAL BuILDOUr T o 72 T - 4" T - 6" 50 6' - 0" 2.75" 1.36' q z -1 rL MOUNTING CONFIGURATION5 � z 75 T - 2" 7' - 2" � 0 Q m J LL (AT HEADER OR SILL) 80 6' - 9" 6' _ g" $' - 10 2.75' 2.73" Z Z Z LL .n 61 - 0 2.75" 1.43" Q a 90 6' - 0" 6' - 0" 60 w 0 v d L w m500 8' - 1" 2.75" 2.44" 1L 0 tt Ifl � w 100 5' - 4" S - 4" p o i 10 6'-0" 2.75" 1.51" 110 4!- 10" 4'- 10" 70 W 120 4' - 6" 4'- 6" 7' - 6" 2.75 2.24 NG EXISTI E 025 130 4' - 1" 4'- 1" CONCRETE. C2 CONNECTION TYPE MACHINE SCREW HOLLOW BLOCK REFERENCE ANCHOR ®125 O.G. EMBED. SPAN SGNEDULE NOTES TABLE T2 NOTES OR WOOD SCHEDULE T3 FOR MAX, EXISTING CONCRETE. a 11 2 -20 X 3 1i' S.S. FRAMING (SEE SPACING J° HOLLOW BLOCK OR ANCHOR ✓ WOOD FRAMING. SEE MACHINE SCREW W/ I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN WINGNUT 0125' O.G. SCHEDULE T3 L°`, -�c ANCHOR SCHED. BASED LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM LOAD TO DETERMINE MINIMUM ALLOWABLE STORM � g 9 p d (BASED ON TYPE BUILD -OUT MOUNT SECTION v , q . a TYPE OF STRUCTURE G2 CONNECTION TYPE PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE PANEL SEPARATION FROM GLA55 OR DOOR TO BE a a a �� T6 a °�"�' rA d REFERENCE ANCHOR !� 5. WITH POSITIVE LOADS LESS THAN OR EQUAL TO PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH OF STRUCTURE) C) 2 7 - WALL MOUNT SECTION SCHEDULE T3 FOR MAX N.TS. NEGATIVE DESIGN LOADS. POSITIVE LOADS ONLY. SPACING 2. INTERPOLATION BETWEEN LOADS IS 2. INTERPOLATION BETWEEN LOADS 15 _( � ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. n - o 7 u 9 Lt {' •ri.` ;E: SL'(Gr ^'^ "?3: .'> +:?e %Y:-w L ('' 1 Q W EXISTING WOOD TRUSSES Z EXISTING CONCRETE, HOLLOW BLOCK 0 24' O.G. MAX. '� IN GI CONNECTION TYPE EXISTING - CONCRETE. HOLLOW OR WOOD FRAMING. SEE ANCHOR ANCHORS TO BE AT 12.5' OR 625'0C. BLOCK OR WOOD FRAMING. 5C BASED ON TYPE OF STRUCTURE. (REFERENCE ANCHOR SCHEDULE T3 SEE ANCHOR SCHED. BASED EXTERIOR LL FOR MAX SPACING) USE REMOVABLE ON TYPE OF STRUCTURE. IS WALL FINISH ANCHORS ONLY (-0-3 D E T GE E - i lY STEEL TUBE TO BOTTOM TRUSS O HORDS W/ C3)' / ECTION TYPE a'x2' EMBED C }--- / E 8� LAG SCREWS 0 EACH TRUSS �4 CONN REFERENCE ANCHOR CID SCHEDULE T3 FOR MAX. C24' O.C. MAX) SPACING 4'xI /2 •x0.0418' MIN STEEL TUBE (V r W EMBED ' 7WE R TO ROLLED STEEL TUBE W/ CENTER CV W EDGE w w 025' DESCRIBED ABOVE( a TRUSSES a *14 DIST. -r AX m25' (� Q 3 W w MAX 3 PLATE 6 6' O.G. BETWEEN TRU55E5 00 ~ REQ'D SEPARATION f0 Q S EX EXISTING R Q C G GLAZING REQ�D SEPARATION = 8' -0' (MAX SPAN) w EXISTING FROM GLA55 MAX DESIGN LOAD !b0 sr GLAZING GLAZING lREF. TABLE T2I u FROM GLA55 P '� 0 w (REF. TABLE T2) REQ'D SEPARATION w w - {} FROM GLASS N = I /a -20 x 3 /n' 5.5. 0 �\ TRUSS MOUNT SECTION LL (REF. TABLE TV MACHINE SCREWS w w NTS x Z 0 12.5' O.C. _ A V PACER, S E Q X N 4' AS REQ'D. LEG DIR. x z ` EMBED Q CONNECTION TYPE .4 f ANC140FRS TO BE AT MAY BE j ( L C 0 # 6 5' O.C. (REFERENCES' OR REVISIONS DESCRIPTION 3 DATE N { REVERSED MAX - ✓ibeja .� ! w F z Fz ANCHOR SCHEDULE T3 FOR ccx"rY c mmEwa V2103 / MAX. SPACING). USE m d EXISTING CONCRETE, HOLLOW N J REMOVABLE ANCHORS ONLY BLOCK OR WOOD FRAMING. w EXISTING I /a -2m x 9 /s' S.S. MACHINE 6 SEE ANCHOR SGHED. BASED w a CONCRETE, SCREWS 0 12.5' O.C. ON TYPE OF STRUCTURE. HOLLOW BLOCK ED EM D. OR WOOD CONNECTION TYPE Ca CONNECTION T Y� x W SCALE: I' FRAMING. SEE z REFERENCE ANCHOR Q REFERENCE ANCHOR E ANCHOR SGNED. SCHEDULE T3 FOR SCHEDULE T3 FOR MAX m BASED ON TYPE MAX. SPACING SPACING EXISTING OF STRUCTURE /�ZNG / 0 F' TRACK/DIRECT MOUNT SECTION CEILI/FLOOR MOUNT SECTION GLAZING DUKs ' 02 -86 EXTERIOR WALL FINISH, T, rtTS NT.S. r`\ OFFSET WALL MOUNT SECTION PROTRUDING FROM SHEET: N.T.S. MOUNTING 5URFAGE 2 cF 4 EXISTING CONCRETE. OFTIONAL IN°7EIRIOI I 10UNT INE: LA 1 ION 6 ETAIL& PENETRATION WOOD FRAMING. SEE ® B OR EMBED. ANCHOR SCHED. BASED EXISTING- CONCITE. HOLLOW BLOCK OR WOOD FRAMING. ON TYPE OF STRUCTURE. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE. G5 CONNECTION TYPE J REFERENCE ANCHOR E E SCHEDULE 74 FOR HEADER TRACK ISOMETRIC FRANK L. MAX. SPACING DI AN G'' CONNECTION T' r CH Pte' �1 - BE 14R1�70. P.E. REFERENCE ANOR ipP TRACK, N.TS. (I) I'x2'x0.052'xl3/i' 'PE0046549 0,500• SCHEDULE T4 FOR MAX. ANGLE ® END W/ (2) W 13 SPACING- 94 5M5 TO TRACK H N 0 8 x 0.50' s Q END PANES I N F IS _ L FLUSH AGAINST b O U TO T RACK O W Q RE GLASS SEP. t 4 Z DIST. (SEE TABLE W W EXISTING Z W X TOP 'H' -TRACK OR —,ttt� Z' z Lu EXISTING T' FOR MINIMUM) GLAZINCs Q o TOP 'U' - TRACK Q V = Z GLAZING I p IL 0 (FASTEN TO Z REQ'D GLASS SEP. DIST. x W Z `•' 111' X W w 1= STRUCTURE PER Z W W Z X W J O di (SEE TABLE T2 FOR MINIMUM) EON SECTIONS TO LEFT) W )( O z m LL OPTIONAL PLASTIC KNOB, cD z LL -� W Q W TO EASE PANEL SLIDING = CQ N I6 m a n (NON- STRUCTURAL, SEE J ~ 1- �( 0 111 M (•550X DETAIL TO LEFT) CONCRETE, z HOLL Z Q ; � J tL V u J ROLL OR WOOD F (1) HEADER END CAP I'x030' PERFORATIONS O 't ( FRAMING. SEE tt END W/ (2) •14 SMS AT MIDSPAN FOR USE LL ANCHORS H B TYP TO TRACK AND/OR ASED ON TYPE OF STRUCTURE PLASTIC KNOBS C6 CONNECTION TYPE TY CE ANCHOR ANCHOR 0.18'15' j e SCHEDULE T4 FOR CEILING/FLOOR MOUNT SECTION SCHEDULE 74 FOR MAX. Ob25' � l „ I WALL MOUNT SECTION MAX. SPACING. TRAP MGtAT TR4CF5. N.T.S. SPACING BOTTOM 'H' TRACK WALL MowT TRAGICS. NT.S. OR BOTTOM 'U' TRACK (FASTEN TO 0 � t ` T STRUCTURE PER n e 9 I DETAILS M, N 40 EXISTING CONCRETE. HOLLOW 9 , ' I TO LEFT) z `� BLOCK OR WOOD FRAMING. 0 r �p EXISTING SEE ANCHOR SCHED. BASED CONCRETE. HOLLOW BLOCK PENETRATION f g A 0 I' i 0_Jl m OR WOOD FRAMING. SEE ANCHOR OR EMBED. ON TYPE OF STRUCTURE. 6 X R. n Lu 5CHED. BASED ON TYPE OF STRUCTURE. , •' W Z C5 CONNECTION TYPE j I I < REFERENCE ANCHOR 0.8'15' --i� l.l•_ _ �l SCHEDULE T4 FOR Z MAX. SPACING 0250' SILL TR4GK ISOMETRIC E LEG- MAY BE BENT OPTIONAL PLA5TIC KNOB P ` Borr(�r+rRACac NT.S. r 70 30deg MAX 0500 - craR use ONLY nNru ws a ruxw Pmm s; > � W F Approved as IP�'J�g ffClih � � `Y. x MAX Daft Eoo3 1365' 'n L NOM ® (� Mi%W We Pradad • z c3 1365• C$ . A N v A I3 R isi+u� � REF. ANCHOR SCHED. T4 FOR 1 MAX. SPACING W W LAST PANEL -MOUNTED r I REQ'D GLASS SEP. I Q ADJACENT PANEL H'- HEADER FROM p INSIDE OF BLDG (1 EXISTING iST. CSEE TABLE p lL GLAZING W REQ'D GLA55 TYP 125' 6 TOP, PER TYPICAL` • T2 FOR MINIMUM) z L ADJACENTw q Z SEP. DIST. EXISTING GLAZING �GOVERAGE� DETAIL 'P' OVERLAP PANEL �' p Y= g ".'& ry'N L1C Cl GONN TYPE J c() (SEE TABLE T2 GLAZING Q ;i: :, >K °,? aS � FOR MINIMUM) �p 07`0��7.py REF. ANCHOR SCHED. Q @ T4 FOR MAX. SPACING (L d� I I I .:Yid: zA .y ? K, ; LL 1365' i6 x w l36S' EXISTING J x a. .1 nL;? -, :.' � �.+ '� 1 CONCRETE. W .1 el..a ?�kIS:3:i HOLLOW BLOCK N (2) 5.5. OR WOOD p - I OPTION A : C3) tea' p STITCH BOLTS ON5 �4 FRAM °vEE _ .W p ELCO PANELMATE5 I I b' MAX I �/ lif1NG1NUT5 I DESCRIPTION Q) -LEG MAY BE BENT ANCHOR 5C E HED. AT BOTTOM OF TYPICAL EACH SIDE OF C=NTY C4-1 5 I /03 BASED ON TYPE DAT 70 30de MAX ADJACENT PANEL D LAST OPTION B : (2J �i' ELCO G 9 ( PANELMATE5 AT BOTTOM OF STRUCTURE EMBED_ 6' MAX PANEL �TYPIGAL CF ADJACENT PANELS FASTEN EACH PANEL ADJACENT TO LAST GA E: I' (U .J PANEL BOTTOM W/ t2) ELGO °ANELMATES QT• A : 2'x2' MAX NOTCH IN OPT• B (1I Iia -20 POWERS p Y a (I) POWERS CALK -IN. ALTERNATIVELY, LAST PANEL AROUND WINGNUT CALK -IN, CLOSEST TO LAST HEADER /SILL MOUNT SECTION USE (3) PANELMATE5 AND NOTCH BOTTOM PANEL (NO NOTCH REQ'D) I/ 0 O lnl DIRECT WALL MOUNT SECTION per, . 02- 865_IlI TRAP riotstT rnactcs ON n,NGLE,N.rs. - COMERS OF LAST PANEL TO FIT OVER T1 DIRECT WALL MOUNT EXTERIOR ELEVATION BottoM oIRECT WALL MawT INNERMOST ANCHORS. (REF. DETAIL 'S'), N.T,S. BOTTOM DIRECT WALL MOWT SNEE T: (REF. pETAIL 'P'), NS,S. 3 0P 4 ° AN CN01: SRACING SCHEDULE ,- ANCI -iOR SE'ACING SCI- IEDULE Tm ANCHOR SPACING SCHEDULE 'T3 T ` F ' (INSIDE MOUNT FANELS, WALL MOUNT) 'ONSIDE MOUNT PANELS, TRAP MOUNT) 2.5" EDGE DISTANCE 2.5" EDGE DIST. 2.0" EDGE DISTANCE SPANS UP 10.67 ft SPANS UP SPANS UP SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP T Q 5.50 ft 8.67 ft TO TO TO 5.50 ft 8.67 ft 5.50 ft 8.67 ft ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE S ANCHOR LOAD CONN TYPE CONN TYPE ANCHOR LOAD CONN TYPE CONN TYPE " 0 b L. s F.E. w 0 (psf) Cl C2 C3 C4 Cl C2 C3 C4 Cl C2 C3 C4 w ai (psf) C5 C6 C5 C6 w m {psf} C7 C8 C7 C8 1/4"x 1 - 3/4" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" 1/4" 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" 1/4'x 1 -314" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5' 16.0" 8.0" 10.3 (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 483.00 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Tcap Ob) = 483.00 65 14.2" 16.0" 6.0" 16.0" Tcap Ob) = 386.40 65 12.9" 9.2" 8.5" 6.0" w Vcap (tb) = 475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap Ob) = 475.00 72 11.0" 16.0" 6.0" 16.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6Z (L - p E: H 114'x7/8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" H 114 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" H 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" W d Q OV w ALL - POINTS SOLID-SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" uj ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" w -SET 45 16.0 14.7 13.2 9.3 ALL- POINTS SOLID " " " " W Kt m U z v LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" v LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" v LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.F" _Z = � �^ 0 (r Z Trap (lb) = 428 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 92" 12.5" 16.0" 7.1" 9.2" Z Tcap Ob) = 428 65 12.6" 16.0" 5.3" 16.0" Z Tcap Ob) = 428 65 14.4" 10.2" 9.5" 6.7" >� a - 1 �p Z w 0 Vcap (lb) = 429 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" U Vcap (lb) = 429 72 9.8" 16.0" 5Z' 16.0" 0 Vcap (lb) = 429 72 13.0" 9.2" 9.5" 6.7" Z Z W 114" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" W W - 4 x Z m ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" U� - (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" (MIN 3350 PSI CONC) * 55 11.5" 82" 7.3" 5.2" z Q Q CIS Z ° Tcap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 62" 9.6" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Tcap 06) = 297.60 65 9.7" 70 6.4" 4.6" - W Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00. 72 8.5" 16.0" 4.6" 16.0" Vrap (lb) = 282.50 72 8.8" 6Z' 6.4" 4.6" Z Z IiL u, .. 114"x 1 - 1l4" EMBED 39 12.5" 16.0" 16.0" 15.8" 12.5" 15.5" 7.8" 9.9" 12.5" 12.6" 5.4" 7.9" 114" 1 -1/4" EMBED 39 16.0" 16.0" 7.5" 15.5" 114" x 1 - 1/4" EMBED 39 12.6" 8.2" 8.0" 5.2" < ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" 12.3" 5.2" 7.7" 6.25" 10.0" 3.8" 6.2" ELCO TAPCON 45 16.0" 16.0" 5.2" 13.4" ELCO TAPCON 45 10.9" 7.1" 6.9" 4.5" LL V v (Q. �� w 58 12.5" 16.0" 8 7" 10.5" 6.25" 10.4" 4.0" 6.5" 625" 9.7" 3.6" 6.0" 55 11.0" 16.0" 3.4" 11.0" 55 8.9" 5.8" 5.7" 3.7" U Tcap (lb) = 218.00 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" v Tcap (Ib) = 218.00 65 6.4" 14. 9.7" v Trap (lb) = 174.00 65 7.5" 4 9" 5.0" 3.3" O Vcap (lb) = 398.00 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 0 Vcap (lb) = 398.00 72 5.0" 13.2" 9.7" 0 Vcap (lb) = 318.00 72 6.8" 4.5" 5.0" 3.3" m 1/4 "x7/8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5' 16.0" 8.8" 8.3" m 1/4 "x7/8" EMBED 39 16.0" 16.0" 12.4" 16.0" m 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" Z ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" z ALL - POINTS SOLID -SET 45 16.0" 16.0" 8.5" 16.0" z ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" 0 LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 0 LEAD SHIELD ANCHOR 55 16.0" 16.0" 5.5" 16.0" 0 LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" z Tcap (lb) = 358 72 12.5" 16.0" 9.6" 8.8" 12.6' 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Tcap (lb) = 358 65 10.5" 16.0" 4.4" 15.9" ,? Tcap (lb) = 358 65 9.9" 7..-V' 6.5" 4.9" `- 0 Vcap (lb) = 249 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" O Vcap (lb) = 249 72 8.2" 16.0" 4.4" 15.9" O Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" Lu O 114"x 1 - 1/4" EMBED 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" Q 114" 1 -1/4" EMBED 39 16.0" 16.0" 7.1" 14.5" 1/4" x 1 - 1/4" EMBED 39 11.2" 8.0" 7.1" 5.1 (s) m ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" = ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" = ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" -� z _( * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" * 55 10.3" 16.0" 3.2" 10.3" * 55 7.9" 5.6" 5.0" 3.6" W W n 0 w Tcap (lb) = 204.75 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Tcap (lb) = 204.75 65 6.0" 13.7" 9.1" Tcap Ob) = 201.50 65 6.7" 4.8" 4.4" 3.2" Z } N z Vcap (lb) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (lb) = 233.50 72 4.7" 12.4" 9.1" Vcap Ob) = 198.50 72 6.1" 4.3" 4.4" 3.2" Q--S� z� 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE Q 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" 1/4" x 2" THREAD 39 16.0" 16.0" 12.4" 16.0" 114" x 2" THREAD 39 7.5" 6.5" 4.8" 4.2" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" PENETR. LAG SCREW 45 16.0" 16.0" 8.5" 16.0" PENETR. LAG SCREW 45 6.5" 5.7" 4.1" 3.6" 'T 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 125' 16.0" 6.0" 55 16.0" 16.0" 5.6" 16.0" 55 5.3" 4.6" 3.4" Tcap (lb) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0 6.0" 12.5" 16.0" 6.0" Tcap (lb) = 359.53 65 10.6" 16.0" 4.4" 16.0" Tcap ( lb) = 359.53 65 4.5" 3.9" CQ Vcap Ob) = 82.97 130 12.5" 1617" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" Vrap (lb) = 82.97 72 8.2" 16.0" 4.4" 16.0" Vcap (lb) = 82.97 72 4.1" 3.6' z c #14 x 1 - 1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" #14 x 1 -1l2" THREAD 39 16.0 16.0" 8.1" 16.0" #14 x 1 -1/2 "THREAD 39 7.7" 6.2" 4.9" 3.9" - { mw 0 PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" o PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" 0 PENETR. WOOD SCREW 45 6.6" 5.4" 42" 3.4" < g j� , N w g O j 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" O 55 11.8" 16.0" 3.6" 11.8" O 55 5.4" 4.4" 3.4'0 � �[ Tcap (lb) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" . 3.9" 6.25" 10.4" 3.9" Tcap Ob) = 234.00 65 6.9" 15.7" 10.4" Tcap (lb) = 234.00 65 4.6" 3.7" 3.0" _ 0 Vcap (lb) = 96.74 130 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" Vcap (l = 96.74 72 5.3" 14.2" 10.4" Vcap {Ib} = 96.74 72 4.1" 3.3" 3.0" 7116" x 5!8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" 7/16"x 518" EMBED 39 16.0" 16.0" 8.0" 16.0" 7116" x 5/8" EMBED 39 13.0" 9.2" 8.2" 5.8" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" BRASS BUSHING & 45 16.0" 16.0" 5.5" 14.2" BRASS BUSHING & 45 11.2" 8.0" 7.1" 5.1" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3Z' 5.0" 114-20 SCREW * 55 11.7" 16.0" 3.6" 11.7" 1/4 -20 SCREW * 55 9.2" 6.5' 5.8" 4.1" -! Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3 8" 5.0" Trap (lb) = 231.50 65 6.8" 15.5" 10.3" Tcap (lb) = 231.50 65 7.8" 5.5" 5.1" 3.7" g- Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (lb) = 232.50 72 5.3" 14.0" 10.3 Vcap (lb) = 232.50 72 7.0" 5.0" 5.1" 3.7" ANCHOR NOTES REVISION5 I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER $ •I: 9 � �• WI:13 tl'� D SG I TI DATE 3 �pp eSd�q 4 as �+�� GC\Ni'/ C W2103 CnMExiS fO3 SPAN5 FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIN.) WOOD STUD (/4' EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD R 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL A ANCHOR TYPE. SELECT DESIGN SHALL BE 'SOUTHERN PINE' G =0.55 OR GREATER DENSITY. LAG- SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX Z3 3 LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAD. L MOUNT EQUA TO SHUTTER - 7 . UTTER SPAN. . DESIGNATES REMOVABLE ANCHORS, WHICH ARE CUIRED FOR DIRECT INSTALLATIONS. id00. 0 � � j 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1, 2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE miaml I� 1 SF -IEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. dept. ® SCAL Y; 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTURERS' RECOMMENDATION5. 9. MINIMUM EMBEDMENT AND EDGE D15TANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. w. 5_ WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT AGGEPTASLE FOR USE. � •. 1 f t: 8/0 FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS P t.�kur` DWG •; 2- 8 -III ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. O?-c 5I4EET: e l t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,, Florida 33138 ' Tel: (305) 705.2204 Fax: (305) 756.8972 �, �!t' . - BUILDING Permit .No.�/ PERMIT APPLICATION. Master Permit No. 91 06"� FBC 2004 Permit Type (circle): Building �Roog Owner's Name (Fee Simple Titleholder) Phone # 0� Owner's Address oo city 1' 1 l State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) �® 1`/ ��(O T "� �•� City Miami Shores Village_ County Miami -Dade Zip �L 3 FOLIO / PARCPL # 0 0 ` O ( O Is Building Historically Designated YES NO Contractor's Company Name a Phone # �� Contractor's Address �� c City I Q J�'7 I ° State Qualifier Name 1 726raa Phone # State Certificate or Registration No. M2 ) 7 Certificate of Competency No. Arclutec ngineer's Name (if applicable) Phone# Value of Work For this Permit $ ,3 ,U27C� Square l Linear Footage Of Work: Type of Work: ddirion Alteration New / ❑ Repair/Replace El Demolition Describe Work: -f71�G O ®'' y/ Submittal Fee $ Permit Fee $ CCF $ COICC Notary $ — Training/Education Fee $ Technology Fee $ Scanning $ Radon $ A BR $ Zoning $ Bond $ Code Enforcement $ blo iQ $ Structural Review. $ Total F: Now Due $ �Ml oa ._., See Reverse side -4 - \t Bonding Company's Name (if applicable)- Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of, all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence 'of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature- A de d Si nature ' ? Owner or Agent Contractor The foregoing ins ent was acknowledged before me this `''The foregoing instrument was acknowledged before e thiss day.of - %G� by C.G .�,,� O , day of , 200, by72Tix Gr dirt' , Nota Public who is personally known to me or who has produced who is onaliy knol3 Tor who has produced .Colot�#pl)�241 As identification and who did take an oath. a and ho di take an oath. State Of Flodda NOTARY P NOTARY PUBLIC:, ° Maria �r p U ' C0MMMg1 N #DD 76159 c Sign: "WIRE :MAY 2 , ZO Sign: S O tLe Z Print �1 wvrw anN Print G< 5 ��.r►� My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07 /10/07) 3 L f ,.° r� Miami Shores Village, W Q 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 a , Z.{ Expiration: 101251 Project Address Parcel Number Applicant 90 NE 106 Street 1121360060010 MARK FRANCO Miami Shores, FL 33138 -2035 Block: Lot: R Owner Information Address Phone Cell MARK FRANCO 90 NE 106 Street MIAMI SHORES FL 33138 -2035 Contractor(s) Phone Cell Phone Valuation: $ 3, 000.00 CONSTRUCTION MASTERS OF SOUT (305)256 -1370 Total Sq Feet: 500 Type of Work: Re Roof Available Inspections: Additional Info: NEW ROOF COLOR THRU Inspection Typ e: Classification: Residential Final Roof Tin Cap Tile In Progress Hot Mop Up Lift Report Nailing Affidavit Fees Due Amount Total Amt Paid Amt Due CCF $1.80 Education Surcharge $0.60 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Payment Type: Technology Fee $6,25 Total: $267.65 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated April 28, 2008 Authorized Signature: Owner I Applicant / Contractor I Agent Date Building Department Copy Monday, April 28, 2008 1 �3A E :7, . APR' 15 X300 SECTION 1524 44 RRICME-ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1. .1 to i section, it is the responsibility of the roofing contractor to provide the owner with the requi to explain to the owner the contort of this section.. The provisions of Chapter 15 of the a rra ' govern the minimum requirements and standards of the industry for roofing t y ly, the Mowing items should be addressed as part of the agreement between the rand , owner's Initial in the adjacent box indicates that the item has been explained. "A a Wo anship. The workmanship provisions of Chapter 15 (High Velooaty Hurricane Zone) are the purpose of providing that the roofng system meets the wind resistance and water intrusion performance surds. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning carte, should l as part of the agreement between the owner and the czar ►tractor. 2. Renalling Woad Decks: Wren replacing roofing, the existing Wood roof deck may have to be renailed t a ance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Coale (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no -visible delineation between neighboring (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor andlor owner should notify the oaccupeft of adjacent units of roofing work to be performed. E _4. Exposed Ceilings: , open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to mair>tain the architecture! re! appearance, therefore, ruing nail penetrations of the underside of the deddng may not be acceptable. The Florida Building Coate provides the option of maintaining this appearance. • ! 5. Ponding Water. The c went roof system andfor deck of the building may nub drain ;Aft U d may • • • • water to pond (accumulate) In low flying areas of the roof.' Ponding can be an ° mcitat on oC Mmturai ' Cis and may require the review of a professional struck ail engineer. Ponri'uiy' MIr shdi'I�a't the GfA *60% expectancy and performance of the new roofing system. Ponding cones may not lie ! unfit the origins= RTW7- from is removed. Ponding conditions show be corrected. !!! • •! erflow scuppers •(wall outlets). It is - required that rainwater tlow ofr % Vat the 'ro a ls not • • • • 6 build''Up of water. Perimetededge Wails or other roof extenslons rr-B b lock thid 'diic barge it •' • • overilow scuppers (wail outlets) are not provided. it may be necessary to install rs • inacb ordance •. /:. with the Florida Building Co4Ie, Plumbing. overfla:v soup *00* . 7. Ventilation: Most roof structures should have some ability to vent natural alrVN #;Dugh the iu of the I assembly (the building fisell). The existing amount of attic ventilation shall not be reduce If may be benefiaat to consider additional venting Which can result in extending the service life of the roof. 1 Ownees/Agerifs Sigiiature to Contractor's signature q0 PERMIT #:9F6K-M Pro Address Permit Number �Y _ Miami Shores Village APPROVED BY DATE Rw.1/20/2= C SertrfrM, Qepwbnw ZONING DEPT BLDG DEPT b� SUBJECT TO COMPLIANC TH ALL EDE L STATE AND COUNTY RULES AND REGULATIONS 7 7 - IM ttt HL; i cir •G i r f -r I 5 ✓ !1 r rl 77.71. rIV '.Y ■titan �[ �//// i�i�iR�i�� /<I<<WiWii�ii��fiiiiii�'�i/� /■■■■■■■■■■■ 5 l ? ■/■■■/ t■■■■■■■■■■ ■ ■ ■ / / ■ ■■■■ ■A ■ ■ ■ ■C ■ ■ ■D ■ / ■ZL72I7■ ■■ e■■■■■■■■■OM■■■/■/■■■/■■■■ ■■■■■■■■■� ■q■n■/■/■vsL■■■ ■�■■/■ NONE ■■■■ t■■ d■■■■■/■ ■■■ ■ ■ ■ / ■ ■ ■ ■ ■ / ■ ■■ / ■11 ■N ■V ■ ■ ■ ■C�7 �i�� ■ ■ ■ ■�Sl7■ C ■ ■ ■A■ ■11■ ■ ■■ ■■■■ ll■■■/■■■■■■■■■■■■■ �a ■�l�i..a�1 ■ ■Ct7�17L1 ■ ■ ■ ■ ■� ■ ■� SEE ■■■ II■■■■... 11■■■■■■■■■■■/■■/■■ ih / ■ ■ ■■ / ■!�l ■ /i+ ■i /Fi.../II��.. ■■■■.. W�■■■■■■■■ ��.■ �r■■/■■■■■■■■■■ ■�r■�......ai.. ■/■■rM■�■ ■ ■�rr�■ ■■■... ��....■■.. ��..■......... .....��.... ■■i■n■■c■■� ■■■/cv�■■ ■■■■■ �■ n■■■■■■■■ u■ ��■■■■■■ ■■■■■■■■■n■■■■�r�■■/n■�■■ ■■■■■t ■■moo ■ ■■■■■■■ It■■■ ■ ■ ■ ■ ■Il ■ ■ ■■■■�■■■ ■ ■ ■ ■ ■ ■ /ll ■ ■1 ■■ it ■ ■ ■tft ■ ■■■ ■ ■ ■ ■ ■GL7� ■ ■I ■■■> r■■■ �t■■■■■■ 1 �■-[■■/■■■■■■■■■■■■■ i�l� ■ ■■■ ■■■■■_�■■■■■■■> ■■■�■■ ■wl ■■■■■■■■//■■■/■/■■1■■■■■■■■. 1�1 ■Tf / / / ■ ■■■■■��■//■■■■■■■■�■■ ■■■■■■■�■■■■��■■�■ ■ ■ ■■■■■■■■■■■ ray ►: ■l�■■■■■■■■ ■■■■■■■■■■■■■■■■■I ■■■■/■■■■■■■■■//■■■■■■■■//■■■ ■■■■■■■■■n■ ■■r� ■■■■■■///■/■■�■■ ■ /■// di■■■/■/■■■■■I■■■■/■■■■■■■ ■l•■■�■11■■■r�■■ /■■■■■■■■■■■■■i ■■■■■■ ��■■■■■■■■/■■■■■■■■/■■■■■ ■ / ■� ■ ■ ■ ■lI / ■ ■'� ■ ■ ■ ■ ■ ■ / ■ ■ ■ ■ ■ ■ ■ ■■ soon ■ i■■■■■■■■■■■■■ t■■■■/■■■ 1■ ■■ ■ ■ ■ / ■ / "1 ■ ■ ■� ■ ■ / ■ ■ ■ ■ / ■ ■ ■ / / / ■�' ■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■ ■ ■ ■ ■ / ■ ■I►i \ ■ ■ ■ ■ / / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / ■ ■� ■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■ ii ■ ■l� / ■t \ ■ ■ ■ ■O ■ ■>• ■ ■ /■ ■■>• ■ ■ ■4 ■NONE ■■/■!■■■■■■■■■■/■■■■■1/■■ ■ ■ ■ ■il ►�� ■ /!��9 ■ / ■ ■ ■ ■ / ■ ■t ■ ■ ■ ■/■ ■■■■■■■//■■■■■■■//■■■■■■■■■■■ ■ ■ ■ / ■k=�r� ■t ■ ■ ■ ■ ■ ■ ■ / ■ ■ ■ / ■ / ■ ■ ■ ■■ ■NONE ■■■■■!■■■■■■■■■■/■■■■■■■l•■ ■ ■ ■ ■ ■ ■ ■ ■>• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■>• ■ ■ ■>• ■■ r■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■■ ■■■■■■■/■■■■■■■■■■/■■■■■/■■■ /■ ■■■■ ■■■■■■■■■■■■■ ■■■ ■■■■■■■■■ !■■■■■■■■/■■■■■ ■■■■/■■■■■■■■■■/■■■■■■ ■■■■■■■ ■ ■■■■■■■■■■/ t -- / i / it /Wi /Wi / />t / /1 /// /IilW1WW/i / / /i/ b t Florida Building Code Edition 2004 High- Wocity Hurricane Zone Uniform Permit Application Form. Section D ( Sloped Roof ftstem) Roof Sysleem Manufacturer: L A ' Notice of Acceptance Number: `. • I Minimum Design WInd Pressures, If Applicable (From RAS 127 or Calculations: _ r 1 • 4 P2• �.. �. P3. 19 S . Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description Deck Type: �( V(Od I 2 ' • • • • • •. . r.• • `\ Type Underiayment: ��"�"/� �G-Pi Sv' •: • • � • • • 12 insula tion: • •. • • r. s. • • 000 **see � Fire Harrier: .._-- ---.„, � .. � • � • . � _ • Ridge V i n? \ Fastener Type & Spacing: , [`� • • • • • . • Adhesive Type: Q s ,�gy _ L pp ` Type Cap Sheet: Mean Roof Height; �� Roof Covering: 1 Type & Size:Drip �` Edge: t Florida Building Code Edition 2004 Wish- dekwAy Hurricane Zone Unifoa'm Permit Application Form. Section E (Tile Calculations) For Monism based tic systems,cheoe either MaW 1 a2. Cwnpue ft values for M with the values from Mf. If the M values are greeter than or cWal to the M values, far each area of the roof. lien de tic attadwo ut f echo l is accept", a J Method 11 "Moment Based Tile T� Cacnla nna Per RRAS 12T toe f /� ' �(Pt_ �a =M ProtkrcrA�uovalM � . (P2/ � � ` / x �� /Mg:��= A1d �•-7 Pr�uc[ Approval M Peadurx Approval MI Method 2 "Simplifted Tile Cacuiativas Per Table Be" Repaired Moment of It"W uree (Mr) From Table.Below Prod[xt Ahmval M M requimd Moment Resistance" Mun Roof Height -s Ralf Slope 15 20 25 39' 40' 2:12 34.4 36.5 38.2 39.7 ' 42.2 3:12 32.2 34.4 36.0 374 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.6 329 349 6:12 26A 28.0 29.4 30.S 32.4 712 24A 25.9 27.1 28.2 30.0 `Must be —d in conjunction with a list of moment baud cite systems endorsed by the Broward County Board of Rtes audiltlppealt • • • • • • • • • • • • • • For Uplift based tile systems use Method 3. Compared tl+e values !m F with tlx values for Fr tf doe F values are greater ttuan err cgnalwthoffr valves, • • • • • • for each area of the rMd. crt u tlx tic anachrnent ma6od is accegxable. • • • • • • 60:4 • • • • Method 3 "Morteat Basal Tile Celcnlatiouc Per RAS 127" 000:0111 • • •••• (Pt: x L x w: _ ) - W: x errs 8 = F Product Approval F• • • • • 00:0 (PZ: x L = x w: _ } . W; x cos 0 = F,, Pcodac[ Approval F' .. • • • • s • a • i • • • My x L _ x w: = ? - W' x cos D =F Product Approval F' • • • • 00 • • • • • Where to Obtain Information • • • Is* *000 Description Symbol Where to find • • 986* • • DcMP Pressure PI tx P2 er P3 S 127 Table 1 Of an engineering • • • • • • • by aaalpxis prepared by PE baud out AWE 7 4 • • Mean Roof Height H Job S'u'e foot Slope B Job Site Aereudynamw Multiplier a Product Approval . Restoring Mo hem due t IN, Gravity Product Approval Attaclinrent Resistance Ml Product Approval Regains) Moment Rciusta M Calculated Minimum Attachawat Res F Prone) Approval is[ance Required Uplift Resistaitee Fr atcd h Average Tic Weight w Product Approval Tic Dimensions L - length Product Approval w = width J AU cola Iwious must be submitted to the building official w the tune of Perrot application. R 1535 e MIAMI -MADE MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX ,(305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 BuildingC" e including the High Velocity Hurricane Zone of the Florida Building Code. • • • • *Goo DESCRIPTION: Mission Barrel Concrete Roof Tile '. ...... .... ...... •s.s.• • s s LABELING: Each unit shall bear a permanent label with the manufacturer's name or logcr, thy., state "I • following statement: "Miami -Dade County Product Control Approved ", unless otherwise nbtRherein' •'; • •. 00.000 .... ..... RENEWAL of this NOA shall be considered after a renewal application has been filed app %Vre has bMno • •.. •. change in the applicable building code negatively affecting the performance of this produc • • .' TERMINATION of this NOA will occur after the expiration date or if there has been a fevisioti or cli6dttft the • • • •' • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any :.see: product, for sales, advertising or any other purposes shall automatically terminate this NOA. to o.:jly 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 renews NOA#02- 1211.07 and consists of pages 1 through 4. The submitted documentation was reviewed by AAlee�xcT-igera. NOA No.: 07- 1023.11 ° Expiration Date: IM6/12 .AL Approval Date: 12113/07 Page 1• of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofing Tiles Material: Concrete I. SCOPE This renews a system using Monier Lifetile Mission Barrel Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile 1 =18" TAS -112 High profile, two- piece, extruded concrete Mission Barrel Tile w = Varies roof tile. For mortar set or adhesive set Varying applications. thickness .... Trim Pieces 1= varies TAS -112 Accessory trim, concrete ;oof jqigces foi+Lrs" • • •. • 0 • w = varies at hips, rakes, ridges and vfiey &rminatiodi? • •, varying thickness Manufactured for each tilgyr!$!e. "" 00.0 • • •..s • • • • 2.1 SUBMITTED EVIDENCE; .0000.' 00 • • **: ..... . .... ..... . . Test Aeencv, Test Identifier Test Name/Report " " IYUH 00 00 " The Center for Applied 94-084 Static Uplift Testing May. 1994. • • • • • • Engineering, Inc- PA 101 (Mortar Set) : . • . 0000 The Center for Applied 94083 Static Uplift Testing Aprj4. • Engineering, Inc. PA 101 (Adhesive Set) Redland Technologies P0647 -01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Nutting Engineers. 13343.1 Physical Properties June 2007 PA 112 Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999 Testing Services 520111 -3 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations 25 -7094 February 1996 Walker Engineering, Inc. Calculations 25 -7496 April 1996 NOA No.: 07- 1023.11 Expiration Date: 12A6/12 Approval Date: 12113/07 Page 2 of 5 Test Aaencv Test Identifier Test Name/Report Date Walker Engineering, Inc. Calculations Aerodynamic Multipliers October 2007 Two Patty Adhesive Set System Walker Engineering, Inc. Calculations 25 -7584 December 25- 7804b -8 1996 25 -78044 & 5 25- 7848 -6 3. LINMATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. ...! • • sees 00000• 4. INSTALLATION • • ; • • • • 4.1 Monier Lifetile Mission Barrel Concrete Roof Tile and its components 9M Ve instrNin strict compliance with Roofing Application Standard RAS 118, RAS 1197M I2'AS 120. * : • • • •: 4.2 Data For Attachment Calculations :*00:0 see• • ee••• •flees• •se• 4 Table 1: Average Weight (W) and Dimensions (1 x w) • • • • so;* • • • • • • • • • Tile Profile Weight -W (Ibf) Length -1(ft) • idth- weffil• • 000000 •e•• • • Monier Lifetile Mission Barrel Tile 8.3 1.5 • • • 0.75 • • • . • eee•• • Table 2: Aerodynamic Multipliers - ft Tile X (ft Profile Direct D ication Monier Lifetile Mission Barrel Tile C 0.263 Table 3: Restorin g Moments due to Gravi ty - M ft -lb Tile 2 "•12" 3 ":12" 4 "•12" 5 "•12" 6 "•12" 7 "•12" or Profile � gr ester Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck I Deck Mission N/A 5.59 N/A 5.51 N/A 5.41 N/A 5.28 WA 5.14 N/A 1 4.98 Barrel Tile NOA No.: 07- 1023.11 Expiration Date: 12/16/12 AL Approval Date: 12113/07 Page 3 of 5 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Mission Polyfoarn PolyProTM oncrete the Barrel Tile Flexible TileBond 84 (92nerete tile) 5 Place 23 grams per pan and 23 grams per cap of Pol ProTm. 6 Place 11.8 grams per pan and 11.6 grams per cap of TileBond. Table 8: Attachment Resistance Expressed as a Moment - Mt (ft -ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Mission Barrel Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint as shown below or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the. • 0 0000 0006•0 •00••• goes 000000 • 0000•0 • 0 0 •••••• • • 0.0000 MONIERLIFEMY, LLC, MISSION BARREL (BOCA RATON, FI ) • • 0000 000.0 LOCATED UNDERNEATH Tux * 6 •• •• 0000 606600 • .,•••. . 0 6. BUILDING PERMIT REQUIREMENTS • 0 00** 0 *• • 0 6.1 Application for building permit shall be accompanied by copies of thUvh &ing: so 0 ' • *' • 0 6.1.1 This Notice of Acceptance. ' 04 * •' 61.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.11 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 5 i PROFILE DRAWINGS 9 1f 10" 311 x� 8 MO NIER LmETILE MISSION BARREL CONCRETE ROOF TILE END OF THIS ACCEPTANCE . . •a•. ease.. ...... .s•. .ease. .00.00 . .••..• 00000 .0000. .ee.•a .••• 00000 s. .• sees •e•0e• • •.e••s . . • • 0000 6000•6 • • ease • • •. • •e . • • • # a •. e NOA No.: 07- 1023.11 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5 of 5 il Inspection Worksheet Miami Shores Village C' 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -81273 Permit Number: MC- 4- 08-661 Scheduled Inspection Date: July 21, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90 NE 106 Street Miami Shores, FL 33138 -2035 Phone Number Parcel Number 112136006001 Project: <NONE> Contractor: RONS AIR CONDITIONING INC Phone: (305)233 -9944 Building Department Comments INSTALL 3.5 TON AIR CONDITIONER AND RUN NEW DUCT WORK TO NEW ADDITION Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. .iiii -, gn gnna For Inspections please call: (305)762 -4949 pane Rd of An it 0107. 7. s° Miami Shores Village 10050 N.E. 2nd Avenue ' " Miami Shores, FL 33138 -0000 �sw Phone: (305)795 -2204 y rot 10/ 2512008 Projec Address Parcel Number Applicant 90 NE 106 Street 1121360060010 Miami Shores, FL 33138 -2035 Block: Lot: MARK FRANCO Owner Information Address Phone Cell MARK FRANCO 90 NE 106 Street MIAMI SHORES FL 33138 -2035 Contractor(s) Phone Cell Phone $ 5, 600.00 RONS AIR CONDITIONING INC (305)233 -9944 Valuation: Total Sq Feet: 1483 Tons: 3.5 Available Inspections: Additional Info: A/C Inspection Type: Classification: Residential Smoke Dot Test Approved: In Review ventilation Comments: Date Approved:: In Review Hood Date Denied: Smoke re st Rough Final Rough Duct Fees Due Amount Total Amt Paid Amt Due CCF $3.60 Education Surcharge $1.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $196.00 Scanning Fee $3.00 Payment Type: Technology Fee $4.90 Total: $208.70 � � I APR 2 9 2008 1! ILL Ati°slr In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated April 28, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 28, 2008 1 Miami Shores Village Building Department ATR 15 2308 10050N.E.2nd Avenue, Miami Shores, Florida 33138 BY - - -�.- - ---------- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING permit No AVJaQ(�I PERMIT APPLICATION Mister Permit No. FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) Phone # -3 a5 - 7S -- 1 Owner's Address _ 9 V N 0 OGo City ft *VOP5 State -- Zip '3111 e a Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) . 0 0 dV� City Miami Shores Viltaae County Miami -Dade Zip 1 '11 99 (;OLIO / PARCEL # C ( •_ 743 Q7 - 0 0(- - G 0 Is Building Historically Designated YES NO Contractor's Company Name. XOA";f , Phone # 3 Contractor's Address _ City State Zip Qualifier Name 41,0 (4� Ea ter Phone # � ®S" - h r ' State Certificate or Registration No. C `� X Certificate of Competency No. 3* Archit ngineer's N��me (if applicable) _ b`"L /k'dU1�- f>A�v�/'�(,T'�t.... Pone # �� ? � • Z,'� � QS Value of Work For this Permit $ 7 oy Square / Linear Footage Of Work: type of Work: [Addition ❑Alteration ONew [] ; Repair /Replace ❑ Demolition Describe + , t�J N Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ 4 • TO _ Scanning $ Radon $ Zoning $ Bond $ Code Enforc ett $ © "ble Fee $ Structural Review. $ 2 9 2108 Total Fee Now Due $ _10 See Reverse side -� MIAMI SHORES V o LL AGG Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lende'r'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: 1 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 WITR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the, job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged +f y Signature Signature Owner or Agent Contractor 1 The foregoing instrument was acknowledged before me this The fore � ,going instrument was acknowledged before me this — day of 20 ®$ , by R4 illeAlllf 0 day of A4 l4(tC! 4 , 20 by t[anl/kLD �P /F,CEL who is personally known to me or who has produced who is personally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: Sign: Sign: Print: Print: r _ commission DD 672531 M Commission res June 17, 2011 My Commission Expires: � Y TWT SM=W a ires June 17, 2011 u ie dr a6 a4 sYxxxie 4r�dex3e dt�•&uatxt@ aY {@ '.ax9txxdex'sY ztix & &de dt dt m1 mission �Ydrxxx j xx r•eitx.coro••rxxda5r r ro x &dr •.r •• xxxx APPLICATION APPROVED BY: Plans Examiner Engineer 7,oning (Revised- 02/08/06) r A Miami Shores Village /`f� �Idallt#�1 f 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Ex Irati on: 1012612 Project Address Parcel Number Applicant 90 NE 106 Street 1121360060010 Miami Shores, FL 33138 -2035 Block: Lot: MARK FRANCO Owner Information Address Phone Cell MARK FRANCO 90 NE 106 Street MIAMI SHORES FL 33138 -2035 Contractor(s) Phone Cell Phone Valuation: $ 4 , 0 00.00 DIAZ & RUSSELL CORP Total Sq Feet: p Type of Work: PLUMBING Available Inspections: Type of Piping: ADDITION Inspection Type: Additional Info: Lavatory Bond Retum : Final Classification: Residential Water Main Top Out Water Service Underground Rough Heater Main Drain Re Pipe Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $180.00 Scanning Fee $3.00 Payment Type: Technology Fee $4.50 Total: $190.70 { r { APR 2 9 2008 ( e Yi �, 'a r uu_:__; s� alt L In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 28, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 28, 2008 1 Miami Shores Village: `�? ° s Building Department Li N"' °R 1 5 2308 L 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY.- Tel: (305) 795.2204 Fax: (305) 756.8972 . "' " "° BUILDING permit No. PERMIT APPLICATION Master Permit N o. - FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) /� / � /+° Phone # 3 75"? - -3 7— Owner's Address 3 0 �(G � � (� � ST gAa T' City fl `&^^ 1 5A-0 - S State (LL Zip - 1 3 6 Tenant/Lessee Name Phone # E -MA[L: Job Address (where the work is being done) TO okj;� City Miami Shores Village County Miami -Dade Zip 33 i 3 FOLIO / PARCEL # 11 . -7_(3(, . dU(, .00(3 Is Building Historically Designated YES NO Contractor's Company Name aZ LC&,p>' / '{,hone# Contractor's Address p City ,.(�'� State 6 � ®�- Zip '�3! Qualifier Name Mgt<b 13 lP_AKOS r t 4 Phone # State Certificate or Registration No. 1, r J( � Certificate 6f Competency No. E -MAIL: Architec gineer's Name (if applicable) 1�j Uy- /� C Lam. Phone # Z `2� Value of Work For this Permit $ & Square / Linear Footage Of Work: Type of Work: QAddition TUAlteration z ❑New ❑ Rep - ai Re lace Y p Q Demolition Describe Work: i �0- . . � �j ZL.9'L�.. An,,o Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ 0 yo o Technology Fee $ _ 5D Scanning $ Radon $ APR 2 Zoning $ Bond $ Code Enforcement $� Double Fee $ Structural Review. $ Total Fee Now Due $ 1 c0 -X( 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 that a copy of the notice of commencement and construction l n law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice Sig 44 L f comme meat must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed (n t e absence of h posted notice, the inspection will not be approved and a reinspection fee will be charged Signature �� __ nature Owner or Agent J Contractor The foregoin instrument was acknowledged before me this The foregoing instrument w sckno�wle dged before me thi day of /c.�r! , 20 �, by l�(Akl� 'FRA L day of , 200 vva , by 1 t k } , who is personally kn r who has produced who is personall known to me or who has produced s identificati and who did a an oath. as identification and w o did take an oath. NOTARY PUBLI NOTARY PUBLIC: 0 r ' Si n: ,C ` r g Sign' ��G ,�y� liip Print: Print: My Commission Expir _*� :_ C mmission DD 672531 My Commission Expires: vlowJI�L6YWYS3H31VIM > ,o J ' +' Expires June 17 2011 is aF dr akx do a4xYxxY at *k'F a4 a: nY � +,;��1�'� b�dfdkU 365b'&i4 *a+: #'e �x *xn44; *9: n4xxx+F 9:xxkx�eY it *xr. ak a4 eY a4 nk* aka: *9:� *ac a�a4 *Y� *aYzat eY r.txxa'c�* APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) Inspection Worksheet Miami Shores Village Z1� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 120444 Permit Number: EL- 4- 08 Scheduled Inspection Date: July 29, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael ' Inspection Type: Final Owner: FRANCO, MARK Work Classification: Addition /Alteration Job Address: 90 NE 106 Street Miami Shores, FL 33138 -2035 Phone Number Parcel Number 112136006001 Project: <NONE> Contractor: JC ELECTRIC INC Phone: (305)754 -6949 Building Department Comments NEW LAUNDRY ROOM AND MASTER BEDROOM ADDITION AND EXPANTION Inspector Comments Passed 1z - Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i„i„ wn gnna For Inspections please call: (305)762 -4949 pane 1 O of 94 s aS ✓ k c Miami Shores Village 10050 N.E. 2nd Avenue x� W Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 a u Expiration: l l f t l�ti��l Project Address Parcel Number Applicant 90 NE 106 Street 1121360060010 MARK FRANCO Miami Shores, FL 33138 -2035 Block: Lot: Owner Information Address Phone Cell MARK FRANCO 90 NE 106 Street MIAMI SHORES FL 33138 -2035 Contractor(s) Phone Cell Phone Valuation: $ 5, JC ELECTRIC INC (305)7546949 Total Sq Feet: 1483 Type of Work: ELECTRICAL Available Inspections: Additional Info: ADDITION Inspection Type: Classification: Residential Final Fire Alarm Relocation Meter Box Alteration Underground Rough Service Change W. W. Fees Due Amount Total Amt Paid Amt Due CCF $3.00 Education Surcharge $1.00 $ 0.00 $ 0.00 =$O .00 Permit Fee - AddrdonstAlterations $182.00 Scanning Fee $3.00 Payment Type: Technology Fee $4.55 Total: $193.55 APR 2 9 Z3 u t Li h C .i I� In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 28, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 28, 2008 1 Miami Shores 'Village �� Building De �� 01" `�R I '108 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r Tel: (305) 795.2204 Fax: (305) 756.8972 BY ------ ---- - --- -- --- BUILDING Permit No. FL %_ 66 PERMIT APPLICATION Master Permit No. �� a FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) 4o Phone # * 305 - '79 Owner's Address 1_0 tJ t7 j 6 (v .� City 1M AV'-- I S 14 N" State (�''l._ Zip Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) '�l O A4 City Miami Shores Village County Miami -Dade Zip 3 �3 FOLIO / PARCEL # , 1 (S • 00 w < (j 01 Is Building Historically Designated YES NO Contractor's Company Narne Phone # Contractor's Address City / --* 7"6 t State Qualifier Nam `• rr Phone # State Certificate or Ile istration No Certificate of C6mpetbncy Nb: E -MAIL: Q Arch itect/Engmeer's Name (if applicable) A4AdZls�_ e4hft POL �_ (:c_ Phone # PS IS .2,.3 t 6 Value of Work For this Permit $ Square / Linear Footage Of Work: ! Li 7 S Type of Work: ddition ❑Alteration New Repair/Replace El Describe Work: 1✓ U2r�v�r r1,w Submittal Fee $ Permit Fee $ CCF A &Z CO /CC Notary $ Training /Education Fee $ Technology Fee $ 9 • S� Scanning $ 3'Yj Radon $ DPBR $ Zoning $ �., Bond $ Code Enforce If LI , o le Fee $ Structural Review. $ s a I Fee Now Due $ •• a ' 2 R t '3 8 See Reverse side -� C tU_ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 51 � Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing i strument was acknowledged before ma.tlik'1 Z day of -"AIL 20 OR, by 6eA4 W day of > 2 , by ✓� (l s who is personally known to me or who has produced who s Nersonal y known to a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: {-- °s N0,7i" Qultk Swo of Florida 8�rblyd A Estop Sign: Si Print: �- Print: Lw My Commission Expires: L KREGG My Commission Expires: is it 4cxa$x &9ex9eE da xaY sY aYx &aY4c � ��k'S�I4�X��eYxdc ' *�4e &�YxxxxakxxxxeY aYeY oY oYxxY is Y Y Y aYxoYxxa44exsc oYoYx &aku &oY aYxxaYxaYxxotxtkxux 3 to I '•ii Q�. BMMThruTmyt'ne'Uis1690WM55.70fs APPLICATION APPROVED BY: , ®� Plans Examiner Engineer Zoning (Revised 02/08/06) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MARK FRANCO Invoice Number: RC -12 -08 -33385 90106 Street NE Invoice Date: December 04, 2008 MIAMI SHORES, FL 33138 -2035 Permit Number: RC -2 -08 -275 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 12/04/2008 Scanning Fee Calculated $12.00 12/04/2008 Revision Fee Calculated $35.00 Total Fees Due: $47.00 Payments Date Pay Type Check Number Amount Paid Change 12/04/2008 Credit Card $47.00 $0.00 Total Paid: $47.00 Total Due: $0.00 RE C O t u..t t11:.% M�5`01 tJ Lli.. fic., }i1 '0 ¢;f Thursday, December 4, 2008 I Miami Shores Village. D Buildin g De p artment 1 7 �El 0 1 2308 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Faz: (305) 756.8972 �: - - - -- -------- - - - - -- B DING Permit No PERMIT APPLICATION Master Permit No. iZ L 0 f5 • 2'7 FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) e ---Phone #— '� S"7 Z 2 Owner' Address a G'l1�1 ,k State zip ty Tenant/Lessee Name Phone # Job Address (where the work is being done) b to 10-* City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1 1 • Z 15L - 00 . Oat 0 Is Building Historically Designated YES NO Contractor's Company Name "E sV e W MT Phone # Contractor's fd&ess - � V �� c;T City 4: State i F�l Zip , Qualifier Name Phone# State Certificate or Registration No. Certificate of Competency No. � (! !hi �� Enginebr's Name (if ap Phone # Value of Work For this Pe Square / Linear Footage Of Work: Type of Work: ,� QAiteration ONew ❑ Repair/Replace ❑ Demolition r� Describe Work: r1 l S x�exxxoaxxxxxxxxxxx�xF Submittal Fee $ . Permit Fee CCF $ CO /CC Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address city tate . Zip P 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 ind pateld. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be :perform - to meet the standards of all laws regulatingi 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 es, d a u eding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction li la ro will be delivered to the person, whose property is subject to attachment. Also, a certified copy of the recorded notice of co me t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the bse ce of such posted notice, the', inspection will not be approved and a reinspection fee will be charged. �',. -- Signature �'' ! � "'�" Signature Owner or Agent on actor The foregoing instrument was acknowledged before me this a The foregoing instrume as ackn wiedged before me this old day of 1y b , 20 , by � A A k. �°�.� I�� D day of 20 Q q, by i1�.0 � �1�'t ®® 6, 9 who is personally k nown to me, o r 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 P LIC: NOTARY PUB IC: Sign: V Sign: K0 Print: 1114 Print: �- My Commission Expires: My Commission Ex �r•,, JUDITH L. KREGG ,s JUDITH L KREGG J June 17, 2011 Expires June 17, 2011 BondedThmTmyFaln1 80 t;/ „•` BatdedThmTroyFaktl�aurence8Q438 !x7019 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) .. M%ami Shores Village Budding Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit.No. PERMIT: APPLICATION Master Permit No. KC OS' 2 ? J FBC 2004 Permit Type (drde): Building Roofing Owner's Name (Fee Simple Titleholder) U Phone # Owner's Address 4 ) l'VC b & ST4 City Nl 14" $ }fUj!r�!:S State �'l.. Zip 3 I TenandUssee Name Phone # Job Address (whore the work is being done) MG l City Miami Shores Villaae County Miami - Dade Zip . '93 l 9 FOLIO / PARCEL # 41 • , Z l 3 b ` oD Q O [ to Is Building Historically Designated YES NO --)!�_ Contractor's Co ►pang - Name f� IS- � ff ' 3 LL Phone # 30 r7 r ° 01 11- 4 I Contractor's Address City �e o.� State E�= Zip 33 0 Qualifier Name Phone # State Certificate or Registration No. CSC- i 5t) 1 92; Certificate of Competency No Architect/ gineer's Name (if applicable) (M g$ Phone # 73 d 97 7 S Y ' 2 1 1 9i Value of Work For this Permit $ f3 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: �. [ �tJ� ' 2� w 1 c...�„� Submittal Fee $ Permit Fee $ ®� CCF $ C Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 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 — — . a 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 iii 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 information4s 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 AST ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value e e ding $2500, the applicant mustl promise in good faith that a copy of the notice of commencement and:cbnstncction lien law re ill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of om nce n must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I e a sen e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. , Signature Signature �erAgent ctor The foregoing instrument was acknowledged before � me this 0( The foreeg�oiinng/ instrument as'ackno ledged before me this day of — 1�, 20 by ff�l �� A r0u d ay of rV is b > 20 by /6 G�l� l who is personally kn t o me or who has produced who is personally known to me or who has produced g As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: Sign; f Sign Print: 1 Print: ommission DD 672531 {e . `i�ITM My Commission Exp C ,lone 17 2011 My Commission s` i; �rriission DD 6 � 7 y 2531 :k:kskekkskekskek8ssk:ksksk:k = ks k= kzk: k: kok$ skzksksk�akekk $skokakSaekzk:kk kX�74I8 'kaki APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07110107) The following pages were originally attached to plans with the following permit # & -/,- - (-/) Zf u 3 , 7 1 SUPERIOR TRUSS SYSTEMS, INC. 8500 NW 58 STREET Oil— MIAMI J PINNACLE RESTORATION Truss List FL 33166 ADD 'N FRANCO'S RE?Y __ -- -- -tab No: 14176 Page: 1 of 1 [M:0deF ct: PINNACLE RESTORATION Date: 7/15/2008 ADD'N FRANCO'S. RES: No: Deliver To: Project 14176 o: 90 N.E. 106 ST. MIAMI SHORES Account No: Contact,, Site Office MIAMI SHORES, FLORIDA o Designer: GAGS - Name: Deliver To Address3 Salesman: Phone: Quote No: Fax: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Wind: A FBC2QA4; 146 mph; Total Roof Gravity Load = 55 PSF. Floor Gravity Load =65 PSF. Exposure C , Enclosed. Computer Program Used: MiTek 20/20. SCE 7 -02 per Pages or sheets covered by this seal from: 0001 thru 0002 Total 2 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15- 31.003, secfi the Florl'd�5uilding Code. on 5 of the Florida Board of professional Engineers Rules. Chapter 23 of %000:7 This wiTa i at,d sealed it�lgx sheet indicat acceptance of m he sui { {abiliTjr and use cif' eaeh heel component for y professional engineering responsibility solely for the truss design drawings listed below. • • OSCA, tltPAL P.E, STATE OF FLORIDA REG. NO 12467 ! 850o NW 58 M MIAMI, respons 33166 building designer, per TP12002. • • • • • ss : Date T, uss Date Truss Date i • • • • •� $ 0002 07 -T5 -2008 T7 Truss PERMIT ,-: ✓ Miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT 66 SUBJECT TO COMPLIANCE ALL F�D� STATE AND COUNTY RULES AND REMlLAT10" Job Truss Truss Type Qty P "PINNACLE RESTORATION" 14176 14176 ST1 ROOF TRUSS 5 t 0001 Job Reference o tiona 6.200 s Jul 13 2005 MiT'ek Industries, Inc. Wed Aug 2711:21:04 2008 Page 1 5 -10 -14 10 -2 -14 5 -10 -14 4-4-0 4x4 II Scale = 1:20. 3.00 rl 2 2 I 3x4 11 `�- 1 _.� 2X 11 i 7 a i i 4 cv 2x4 11 o o I �`3 0 NMI 5 i • + : •3x411 0000 0 0 i 5 -10 -14 10 -2 -14 • 0 5 -10 -14 4-4-0 • • r &,*(pA ffsets 2:0- 2�12!0�2�Q • • G 0 • .7 l irG 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP so 00 • • 30.0 ° Plates Increase 1.00 TC 0.69 Vert(LL) n/a n/a 999 MT20 244/190 • 13 d" .LU17t� ®Increase 1.33 BG 0.34 Vert(TL) n/a - n/a 999 00.0 Re}�Stress incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a • TZDL 10.0 • �o g dp .FPC2004/TP12002 (Matrix) Weight: 35 lb ••• LUMBER • •0• 00.00• • • • • BRACING 0 • TOP CHORD 2 Y04 SYP 41o.2WQ TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, • • • 4, JVT CHOI" 4C 4 SYP Ng.PND 0 except end verticals. WEBS • • Y04 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 5=317/10-2-14,3=205/10-2-14,4=523/10-2-14 Max Horz 5=41 (load case 3) Max Uplifts— 178(load case 3), 3=-1 42(load case 3), 4 =- 2570oad case 3) Max Gravy= 344(Ioad case 8), 3= 293(load case 10), 4= 523(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5 = -30 3/235,1-2=-P-23/152,2-3=-168/161 BOT CHORD 5-6 =- 1 3 4 /146,4-6=-128/183,4-7=-134/15.1,3-7=-126/167 WEBS 2- 4=- 413/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =12ft; TCDL= 5.0psf; BCDL= S.Opsf; Category 11; Exp C; enclosed; C-C Interior(1); Lurrnber DOL =1.33 plate grip DOL =1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 ib uplift at joint 5, 142 lb uplift at joint 3 and 257 lb uplift at joint 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 3, 4. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Pry "PINNACLE RESTORATION" 14176 14176 IT1 ROOF TRUSS 5 1 000 Job Reference o tion 6.200 s Jul 13 2005 MTek Industri es, Inc. Wed Aug 2711:21:04 2008 Page 1 -0-4 -0 6 -6-0 0-4-0 6 -6-0 2x4 11 Scale 3 3.00 12 2 1 6 m 6 • • • 3x4 = 4 ^ o • • ' ° 6-6-0 5 • 6 -6-0 ' ADIN94 �• • SPACING 2 -0 -0. CSI •' • • DEFL in (loc) I /deft L/d PLATES GRIP LL • 3C. • ° 4 5 taOsl ncrease 1.00 TC 0.75 Vert(LL) -0.18 2-4 >394 360 MT20 244/190 • "� TCDL • 15.0 • LEit" Increase 1.33 BC 0.74 Vert(TL) -0.29 2-4 >252 180 • • • QCLL • AO• &P $tress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a • �CDL • •iQ.0• • • •% e.I•BC2004/TP12002 (Matrix) Weight: 24 lb •••• ' 'UMBER • •••••• • • • • WOP CHORA 2 X 4 SYP U" BRACING • TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. BOT CHID.VV 2 4 SYP No. BOT CHORD Rigid ceiling directly applied or 10 -M oc bracing. • • WEBS 2 � 4 SYP�V* REACTIONS (lb /size) 2= 39810 -8 -0, 5= 32710 -7-0 Max Horz 2= 133(load case 3) Max Uplift2 =- 293(foad case 3), 5=- 208(load case 3) Max Grav2= 398(load case 1), 5= 349(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-8/0,2-3=-83/60 SOT CHORD 2- 6 =0 /0, 4 -6 =0/0 WEBS 4- 5=- 349/208, 3.4 =- 267/238 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =12ft; TCDL= S.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C-C Interior(1);' Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 2 and 208 lb uplift at joint 5.. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling, Installing, Restrainin & Bracing of a q 9 9 Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI - B3 Summary Sheet - Permanent Restraint/ Bracing of Chords & Web Members * ** for more information. All other permanent bracing design is the responsibility of the Building D Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localization de restricci6n lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriccion y arriostre temporal de Ids trusses. Vea el folleto BCSI Guia de Buena Practica Para el Maneio Instalaci6n Restriction y Arriostre de Ios Trusses de Madera Conectados con Placas de Metal * ** para informacion mas detallada. Los dibujos de diseho de los trusses pueden especificar las localizations de restriccion lateral permanente o refuerzo ED IDS miembros individuales del truss. Vea la hoJ 'a resumen BCSI -B3 - Restriccion /Arriostre Permanente de Cuerdas y Miembros Secundanos * ** para mas informacion. El resto Be Jos disenos de arriostres permanentes son la responsabilidad del Disehador del Edificio. Q The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalacion, restriccion y arrisotre incorrecto puede set la caida de la estructura o a6n peor, henclos o muertos. Q Banding and truss plates have sharp edges. Wear — gloves when handling and safety glasses when Q fi cutting banding. \ i Empaques y placas de metal tienen hordes afilados. Lleve guantes y lentes protectores cuand0 - torte los empaques. HANDLING - MANEJO Avoid lateral bending. — Evre la flexion lateral. Q The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista lien la responsabilidad de recibir, descargar y almacenar adecuada- mente Jos trusses en la obra. X ® If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BC SI Guide to Goo Pract for Handling Installing, Restraining & Braci of MetaLPLate-Connected W ood Trusse s * ** for more detailed information pertaining to handling and jobsite storage of trusses. ® Use special care in Utilice cuidado windy weather or especial en dials near power lines ventosos o cerca de and airports. cables electricos o de 16" aeropuertos. *Top chord Temporary Lateral Restraint spacing shall be mas information 10' o.c. max. for 3x2 chords and Spreader bar 4x2 chords. INSTALLING - INSTALACION, for truss Q Tolerances for Out -of- Plane. 'w Max. truss O O Q Use proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improvisar. Si Jos trusses estaran guardados horizon- talmente, ponga bioqueando de altura suficiente detras de la pila de IDS trusses a 8 hasty 10 pies en el Centro. Do not store on No almacene en Para trusses yuardados per mas d ® e una uneven ground. Herr a d esi u g a I. semana, cobra Jos paquetes para prevenir aumento de humedad Pero permita venti- lacion. Vea el folleto BCSI Guia de B uena Pr para -eI Man= Instala Re stricc ion Ar- if2stre-de Ios Trusse5-de Madera Qon--ectacios - C P lacas de M etal— para informaci6n mas detallada sobre el manejo y almacenado de HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. r Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue la gr6a! ® Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo Jos empaques para levantar un paquete. No levante un grupo de paquetes empaqueandos individualmentes. ® A single lift point maybe used for bundles with trusses up to 45'. Two lift points may be used for bundles with Warning! Do not over load supporting trusses up to 60'. structure with truss bundle. Use at least 3 lift points for bundles with iAdvertencia! No sobrecargue la estructura trusses greater than 60'. apoyada con el paquete de trusses. Puede usar un solo ugar de levantar pare �( paquetes de trusses haste 45 pies. Q Place truss bundles in stable position. Puede usar dos puntos de levantar para Puse paquetes de trusses en una position paquetes hasta 60 pies. estable. Use per to menos tres puntos de levantar Para paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO Trusses 20' Trusses 30' or or less, yak � less, support at quarter points. Soporte j Soporte de del pico los IDS cuartos trusses de de tramo los 20 pies o F Trusses up to 20' > trusses de 30 Trusses up to 30' i menos. I Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES field each truss .n position with the erecnor equipment Urnii op cherr}tempora� Ia`eral resvaint is installed and the truss is fastened to tholora rispoints. • • • 000000 • • • i� • al te • de la n r n i i "n n e � �:;a haste quc�� si cion ate ?'al al Soste gal coda truss e pos c o co qwp c de cuerda superior este instalado y el truss esta asegl en ios ss4 . • • • • • • • • • • • • • • • • • • O Warning! Using a single pick -point at the p a • can damage the truss. • • • • / • iAdvertencia! El use de un solo luga' • o • • • • • • • pico para levantar puede hacer dafio al tru • • • • • • 00000 • • • • 0000 0000 0 HOISTING RECOMMENDATIONS FOR SIAILt : • • �� TRUSSES • • • • • • • • • • • • • • • • • • IV or less • RECOMENDACIONES PARA LEVANTAR TRL6SES • • • • • • INDIVIDUALES • • • • • • • • 4 1/2 truss length Tagline - ` TRUSSES UP TO 30' Spreader be -- _ -_ � TRUSSES MASTA 3b PLCS Toe n r � Toe -in Attach Locate Spreader bar 10' o.c. Tagline Spreader bar 1/2 to above or shffback max. 2/3 truss length —� mid- height I ✓✓✓ TRUSSES UP 10 60' TRUSSES HASTA 60 PIES `_ Spreader bar 2/3 to 3/4 truss length Tagline - tt c AND .....F„ YsoI, a�6 _.. TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Q Refer to BC SI -B2 Summary Sheet - Truss Installation & Temporary Restraint /Braciri for more information. Vea el resumen BCSI -B2 - Instalacion de Trusses y Restriccion /Arriostre Temporal * ** para mas informacion. Q Locate ground braces for first truss directly in line with all rows of top chard temporary lat- eral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de restriccion lateral temporal de la cuerda superior (vea la tabla en la pr6xima columna). Do not walk on unbraced trusses. Q No Gamine en trusses sueltos. Top Chord Temporary Lateral Restraint s (TCTLR) 2x4 min. r =90° STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACIUN DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing see below). S Install web member lane diagonal bracing to stabilize the first five trusses br a 9( ) ) P 9 9 (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7 Repeat process on groups s of four trusses until all trusses are set. e P P 9 P 1) Instale IDS arriostres de Berra. 2) Instale el primero truss y ate seguramente al arriostre de tierrat 3) Instale los pr6ximos 4 trusses con restriccion lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abaJc). 5) Instale arriostre diagonal para Jos Janos de Jos miembros secundarios para estabilice Jos rimeros cinco trusses 9 P P P P (vea abajo). 6) Instale la restriccion lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedinniento en grupos de cuatro trusses hasta que todos Jos trusses esten instalados. Q Refer to BCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint /Bracing * ** for more information. Vea el resumen BCSI -62 - Instalacion de Trusses y Restriccion /Arriostre Temporal * ** Para mas information. RESTRAINT1BRACING FOR ALL PLANES OF TRUSSES RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriccion y arriostre es para todo trusses excepto trusses de Cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lonaitud de Tramo Esoaciamiento del Arriostre Temooral de la Cuerda Suoerior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60 to 80 4 o.c. max. s* • • • • 4 pies maximo *Consdlt a Profe!'ional En irlear trusses Ion an "trusses 9 *Consi4t4 d 6r6IQgeniero Plofesion:IQara trusses mas de 60 pies • • • • • She BCSI -B2 � *for T4 LR options. • • • • • • • _ -� , sir, "' • � f��elF� CSI B2 * D - r •a cpcon IC LR Red �`�� I -B3 Su is • • • _. ^'°, rfilro, Permarlent • Re"iMi6vacing of Ch r ay - eb— Mem4Frrss * ** fail It • F•rf� rd%4est2int /brc7cT` • • Itinforcerrient information r 1 sobrar • • • • • • • re%cci6n /arriostre/0kfuer* • C • L pafa Armazones Hasticl • e� • • � 9db tlraet•nen BCSI- k3-• • • • • - Restriccion /Arriostk • Ground bracing not shown for clarity. Permanente de Cuerc! • • %embros Secundalios * *'" 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT Web Member & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY Diagonal _I_.. Bracing Chords IMPORTANTES1 Diagonal Braces every 10 truss 10' -15' max. Same spacing as spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses Bottom f chords ZZ SO' -15' max. Brace first truss securely before erection of additional trusses. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ® Refer to BCSI -B7- Diagonal Bracing Summary Sheet 10' or 15'* Repeat Diagonal Bracing Temporary & every 15 truss spaces (30) Permanent Restraint/ Bracing_for Parall --'~ �s.'`'� Chord Trusses * ** _ for more information. = - -` t Vea el resumen SCSI- B7 - Restriccion/ Apply Diagonal Brace to vertical webs at end of Arriostre Temporal -__ 1 y Permanente aura cantilever and at bearing All Lateral Restraints , Material T russes de Cuerdas locations. lapped at least two trusses. 12" Plywood or OSB 16" Paralel-as * ** para *Top chord Temporary Lateral Restraint spacing shall be mas information 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. INSTALLING - INSTALACION, Q Tolerances for Out -of- Plane. 'w Max. truss Tolerancias para Fuera-de- Plano. Bow Length Max. Bow D 150 D (ft.) 3/4" 12.5' t-- Length —► 1/4" 1' 7/8" 14.6' Max. Bow Length —► 1/2" 2' 1" 16.T Max Bow ri 3/4" 3' 18.8' '.[- Length 4' 1 -1/4" 20.8' Plumb 1 1/4 5 1 -3/8" 22.9' Tolerances for i J , bob 1 -1/2" 6' 1 -1/2" 250' LLJ ut -of- Plumb. O Toierancias Para D /5e, max 1 -3/4" 7' 1 -3/4" 292' Fuera- de- Plomada 2„ 28, 2" ?33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all lateral restraint and bracing s secure) and properly in lace. 9 Y P P Y P No proceda con la constructi6n hasta que todas Jas restre- comes laterales y Jos arriostres esten colocados en forma apropiada y Segura. /(\ Do not exceed maximum stack heights. Refer to BCSI 84 Sum - mary Sheet - Construction Loadineet - Construction Loading * ** for more information. No exceda las aituras maximas de mont6n. Vea el resumen BCSI -B4 Carga de Construction * ** para mas Information. �" " (l�att44n`Tttt#ys' rtttarfht , Material Height Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3 -4 tiles high P . fCN Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuates. ® Never stack materials near a peak. Nunca amontone Jos materiales cerca de un pico. Q Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posibie Position loads over load bearing wails. IJ Coloque las cargas sobre las paredes soportantes. Truss bracing not ALTERATIONS — ALTERACION ES shown for clarity. Q Refer to BCSI -B5 Summary Sheet - Truss Damage. ] obsite Modifications & Installation Errors * ** Vea el resumen BC SI -BS Dahos de Trusses. Modificaciones en la Obra y ErrOres de Instalacion * ** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de on truss, a menos que este especificamente permitido en el Dibujo del Diseho del Truss. r Q Trusses that have been overloaded during construction or altered without the Truss Manuta , urer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han side alterados sin la autorizaci6n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabricante de Trusses. ** *Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. Repeat diagonal braces for each set of 4 trusses. l Repita los arrisotres diagonales pare cada grupo de 4 trusses, io view a non-pnnr ny rur of Llub uocunieni, v s i www.suunuusuy wm/ui. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined In this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. 7 recommendations f r handling, installin restraining and brae n trusses are based upon the collective experience of leading These o m 9, g po p d manufacture and installation, but must due to the nature of res nsb I't es involved, be resented ersonnel involved with truss design, a ac[ure P 9 ec interpreted as P only as a GUIDE for use b a unified Building Des net or Contractor It is not intended that these recommendations be �nter Y 9 9 P superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the Contractor. Thus, WiCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. A I R - TRUSS PLATE INSTITUTE 6300 Enter p ise Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274 -4849 • www.sbcindustry.co 7 03/683 - 101 0 • www.tpinst.org Do not store No almacene unbraced bundles verticalmente Ios upright. trusses sueltos. DOTE; ALL SHEETS MUST BE R.E 1 MIAMI -DADE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way), • Miami, Florida 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE -ANDJOR.DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL PROCESS NUMBER HERE q b IV C 0 G i Contractor No. J Address �� U. z a z Last four (4) digits of Qualifier No. Folio 1 G U!7 G 60 b o 0 '�...� ° w Lot Black Q 7 i 0 Contractor Name TI U � 1_20K4 < o x Qualifier Name /Ll ( Wt ✓� U o Subdivision. Q�) N Nla� +M i AM+.� S BP9 U �� Metes and bounds z Address _ �•1 41 D ►•.. .t l �` '� City 0 1 Ael Lr _ State _Et- Zip S Ui 1 [ ] New Construction on [ I Demolish Current use of property 1 ;. N Vacant Land [ ] Shell Only z [ ]Alteration Interior Addition Attached U. Z [ ] Addition Detached Description of Work , 0 rV (r A-. [ Alteration Exterior [ ] Re -Roof C /�rJrNI �� - .�p0,�• Relocation of Structure [ ]Foundation Only � [ ] Enclosure (J Sq. Ft. �7 j Units 1 Floors i [ I Repair Value of Work $ y Z . G J 44� [ ] Repair Due to Fire �f MBLD * j ] Chg. Contractor Owner p(1/Ic.,- W Category Re -Issue � Address 0 1 0 pit [ MELE [ ] Re- stamp. m City State r i Zip X31 r- MLPG z ?jD� ''7�7 321 .S I j ]'Revision z Phone MMEC tu o Last four (4) digits of [ ] FIRE j ]Not Applicable for Fire Owner's Social Security No. y ` Name KI •AM Pa L Name _ �r7(� z S Address S.? 3 /U IL �� S "� w Address �7 � W C e x City M• `� • State' 'L- Zip G . City V'� State F Zip i CL LU a Phone - 1 • 7 C_ C Phone 109 - 7,5 Lf • T3 4 f 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and U g N $65 per each addition hour in addition to the review fees. Minimum charge one -hour. CL N w w 1 �' Request: Date: LL w° cy it 2" Request: Date: x 3` Request: Date: z d ^ I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional a d review fees may apply. z� W 1 Request: Date: CL 01 2" Request: z Date: Ix ,� 0 3' Request: Date: . YAFauul080101- hhmicpal Puvut ApplketimWoc.. BUILDING PERMIT CATEGORIES *CATEGOR'Y DESCRIPTI0N PERMIT TYPE � -.� .1 BUILDING 01 GENERAL BUILDING— COMMERCIAL MBLD 02 SUB— GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION.TOWER -MBLD ; 15 DEMOLITION MBLD " 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN. MBLD 88 WALK —IN COOLER MBLD k 91 MARINAS MBLD • 92 LOW SLOPE APPLICATIONS (GRAVEL,',SMOOTH c MODIFIED, SINGLE PLY) MBLD } 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD } 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) .: ' MBLD r +�97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD s a.. a ` 99 SOIL IMPROVEMENT ' MBLD f 0100 BULK STORAGE PROPANE TANK MBLD " 0101' REMOVABLE STORM PANELS MBLD # . 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD :.. 0111 SITE PLAN MBLD**I 01.12 '1NDOOR EVENTIEXHIBIT MBLD ' ELECTRICAL 04 FIRE ALARM - SPECIALTY MELE 16 SPECIALTY WIRING MELE, 38 GENERATORS MELE.. LPGX ,& .01 .LIQUEFIED PETROLEUM .GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG # k X11 =CHAN ICAL � 09 ABOVE/BELOW GROUND TANKS ! PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC I 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC I 52 RESIDENTIAL ELEVATOR MMEC • 1 FIRE 32 FIRE SPRINKLER FIRE 'r _ Y:Sfwrtc1n801a3- MManclpPwh ApPl6nja�ube. �.....� i s ° Department of Environmental Resources Management MIAMI DADE Miami - Dade County West Dade ` Plan Review Summary EEOS ID : 2008- WDU -PR -03622 NAME : M2008001560 DATE :02/29/2008 FOLIO # : 11- 2136- 006 -0010 a ADDRESS House Number. 90 Street Direction: NE Street Name: 106 Street suffix ST City: DESCRIPTION APPLICATION INFO Building Reference No.: M2W8001560 Building Reference Date: Building Tracking Number: Building Pickup Date: Received By: Building Return Date: Scft 429 Number of Units: Number of Floors: I CLUC Code: 0001 - RESIDENTIAL - SINGLE FAMILY PermItType: MBLD Subtype: Residential Category Type: Addition Proposed Use: 0220 - SINGLE FAM RES- CLUST- ZEROLOT- TOWNHOU Category: Contractor # Original Permit No: PermitTypeDesc: ATT.ADDT. Fees Sent To Fastrack: Fastrack Interface Status: Successful Allocation Required: No No Net Increase REQUIRED: No Allocation t. FLOOD Crown of Road: Base Flood Elevation (from Core Review): Unknown ` County Flood Criteria (from Core Review): Min. Catch Basin(from P & D Review): Required Lowest Floor Elevation: Proposed Lowest Floor Elevation: Proposed Lowest Elevation of Machinery: Required Lowest Garage Elevation: Proposed Lowest Garage Elevation: Required Lowest Adjacent Grade Elevation: Proposed Lowest Adjacent Grade Elevation: �, LLOCATION 03/04008 Page 1 of 2 TASK Review By Data Status Comments Plan Intake Lillian oaciamm Plan Review Gongom Hold Codes PENDING REVIEW FLOOD PENDING 'heview REVIEW TREES Hilcia De Is 030412008 Disapproved Please find Tree comments attached to plans. Review Cruz Final Core Marta Hidalgo 03040M Overall ' Review Disapproval End of Process PENDING REVIEW Initial Core Marta Hidalgo Reviewed Existing SFR adding a master bedroom converting garage to family room, relocating bathroom and Review laundry room. Water (WASA #7470448095) &septic DISAPPROVAL CODES Disapproval Code 01: 0027 - Requires Review for Tree Permit NO INVOICED FEES NO CONDITIONS Core Reviewer Signature: UMPLETE • PENDING REM") Date : 034/2008 Page 2 of 2