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CC-11-9617/2rE1h 14:09 t'°SIfzi SHORES tJILL1 4 93057587666 Buildhig Dep 3ti Kari Avenue, Want! Shores, 305-795-2204* Fax: 33754 :NOT CE Tt L4GES ;MG-DEP � T tp,.,s" pit t. %f • } g. EPA B I "r COO • .t (We):. bin in by (nettle ofrw f ) .) L1 to s ill r services tinder- the Florida Building Grade at the pqj (address) "' I asp a meowed Architect or Professional Engineer licensed Jai the State of Florida. MAW NUMBER: CZ C Special Lispector for Reinforced Unit Masonry , FBC 2122.4 • Special Inspector for Trusses over 35 Ft. Long or 6 Ft High, FB O Special fns ctor for Steel Connections, FBC 2218.2 O Special I r for Soil Compaction, FBC 1820.3.1 ® Special Inspector for Precast Units & Attachments, FBC 1927.12.2 O Special I p r for Pilings, FBC 1822.120 • Special inspector for NOTE: Please nark boxes that applv The following individuals(s) eployed by this an or tote are authorized to pert z. inst c 4. num be perfume era Spada! ImpeeeOP rurther, upon cipletiot? 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Eci €a-eereiAr Nan-g: and Sealed Dam; 9 -3O J Ad ress 7ri v / f 1, Mc Owe Phone No. Florida License Not •0 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179191 Scheduled Inspection Date: October 02, 2012 Inspector: Bruhn, Norman Owner: Permit Number: CC -5 -11 -961 Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Infractio Passed Comments INSPECTOR COMMENTS False Passed �O Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 178903. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 01, 2012 For Inspections please call: (305)762 -4949 Page 16 of 20 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: BENNETT BUILDING Date Issued Occupancy II B Load Occupancy 900 L. FT Type 9501 NE 2ND AVE Miami Shores FL 33138 - Location - j. Not Transferable POST IN A CONSPICUOUS PLACE 404. t' r 8�.l+ ,fi % 'lx i 3 . S� '' � 4"Y '� fi r r r&,�' "� t' s e � [�1. ' }. .ir� h • , a � yF��_ a}T_ "' "' �,,.F�"r � �t ' s � xr J # ", alA'A§� k►4 � "' .�t�a � y! H t _�I',4 Jt:C�'fL_.••Ia f.^ !�`5fj.� y a3�,Z-- 16co�- B LDIN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PLICATION Permit No. Master Permit No.(.,�-6:1( (, z ( sago% Agkewp Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): b Y J LL l.. Phone #: 36.5"":7 4,-3 -7 / Address:, Zip: ?3/3f City: Tenant/Lessee Name: Phone #: Email: State: City: Folio/Parcel #: / /-** 3.7-042 / 3--3 g& Is the Building Historically Designated: Yes NO Flood Zone: Miami Shores County: Miami Dade Zip: 33 t 3 g CONTRACTOR: Company Name: 6 Address: 697% v!r£ City: � L fil State: 6, g. r(StfiIa2 f Qualifier Name: Phone #:�5 Zip: 35/70 Phone #: State Certification or Registration #: c &e.,494p_ 40 7f Certificate of Competency #: Contact Phone #: y6.6-Z 9 Email Address: 3.C/ 3 l901l f7 a %t? /. �� DESIGNER: Architect/Engineer: G / (% mc:7 _ Phone #: ,32:5"76 23 tir Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address Alteration a ❑New ❑Repair/Replace ❑Demolition Description of Work: 6 v ( ur ' vo c (Ji e) S u eArcsviA, . P , F COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * * * * * ** * * * * * * * * * * * * * ** * * ** ees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ echnologyFee $ Double Fee $ Structural Review $ 9. 'fit (4(:).) 0 TOTAL FEE FEE NOW DUE $ 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 sub' ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first • on which occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspec ': l nom. app : ved and a reins: ection.fee will be charged. Owner or Agent The for _Ding instrument was acknowledged before me this day of Off( , 20 ( by efts A -- is personally known to me +r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Pri My Commission Expires: APPROVED BY NOTARY PUBLIC - STATE OF FLORID Yaniv Offir Commission #DD795680 Expires: AUG. 22 2012 Contractor The foregoing instrument was acknowledged before me this (011J- day of !r , 20 (2-, by Fr`ssn v' tonally known to me o who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Va vii✓ i My Commissio1lCEApii- BLIC •STATE OF FLORIPA Yaniv Offir Corr mission #DD795680 Mfl AUG. 22, 2012 6),5-;414 (Revised d% 117 /03iReviie 06110 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Zoning Clerk MYtiaml Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fox: (305) 756.8972 Permit No. 1 6 Job NameC' al-06 Date/7j17 STRUCTURAL CRITIQUE SHEET PERMIT #: I, M o Contractor o Owner Architect Picked up 2 sets of plans and (other) Cr- S't73 ry ia,o. l C Address: G( � r From the building department on this date in order to have corrections done to plans And /or get County stam • derstand that the plans need to be brought back to Miami Shores Village - i ping Uegart ent to tintinue pe g process. Acknowledg Miami Shores Vivage Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �(•2�, IZ PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -961 Job Name: April 23, 2012 Miami Shores Vivage Building Department Building Critique Sheet REV 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 FAx: acs —x9- L►sis 4 ti ulb,5 B PE FB Miami Shores Village ,a a� Building Department 9( 1' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 � 1 1, M 161-I 1 y, Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 tAA PLICATION Permit No. Master Permit No. C-C- f 1' 1 r T f Permit Type: Electrical tt .y/ OWNER: Name (Fee Simple Titleholder): b�S L� Phone#: 3dil�S evil c Address: City: j l /%y%( jM�1 �� 6 3 state: ci Zip: 33/ 5lir Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: Q6 &i o41- ,j% /4 City: Miami Shores County: Folio/Parcel #: II 3 Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: d Lczr.. 1 0 -x- Address: d 100 5 -5 set iicv.a Phone#: Z' q q 775-6/ State: CI-- City: 3MA9 uc i� %NI A. Qualifier Name: ZeP Amp State Certification or Registration #: C' 0L ®`1 Z- Contact Phone#: 14 `t Litt; 7c-51.0 ' • l Email Address: DESIGNER: Architect/Engineer:)Le� Zip: 530 Z. Phone #: G!'5/ 2 (91 "ere i3 Certificate of Competency #: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddress DAlteration Description of Work: ONew ORepair/Replace ***** **+ +n**** ****+r+ +x+x*+ *** **+x***+xoo+x��,..r **** Fees **** a***** *****+ u*** ******* ******+u**** ** *** ** Submittal Fee $ r Permit Fee $ /-f "4'47' Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ 1 d T TOTAL FEE NOW DUE $ 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 RT ECTRICAL 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 bsence of s - % osted ' s tice, the inspection will not # approved and a reinspection fe j ill be charged. o �' Signature Owner or Agent The fo �,in: insqumerlt was acknowledged fo a this day of 1 1,20 ,b �1�1 ',61tei IA who is personally known to me or who has produced - n `J Signature Con ' to The foregoing instrument was acknowledged before me this 6 f ,20 J, by 4 11r 4 ° gelethvo who is personally known to me or who has produced NOT Sign: Print: Commission Expires: identification and who did take an oath. € C9/ 2C/2_ ,,4PRV PV,,�� MARTA I. BRACIKOWSKI _,43 Notary Public - State of Florida Pte;' Commission # EE 27159 onded Through National Notary Assn. es:*e,* * * * * ** **** ** ** APPROVED BY as ide tification and who did take an oath. NOT Sign: Print: My Commission ,' 1 "1 * MY COMMISSION #0084450 EXPIRES: March 8, 2013 %p Fl" Balled Thru budget Nor Services **** ******** *** * *** ********* * *** ****+ x* e, **+ x***e,**** e•*****+ x***+a*** ***+n*************** 0.11P/2- 2" Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 POST ON SITE ype; Commer ial Construction W rk t ssrfiral n: Alteration Issue Date: 7/22/2011 INSPECTION REQUESTS: (305)762 -4949 or Log on at https:// bIdg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Expires: 01/18/2012 Parcel #:1132060133920 Owner's Name: Job Address: 9501 NE 2 Avenue JVliami Shores. Fl 33138 - Bond Number: Contractor(sl Phone Primary Contractor BBF CONSTRUCTION INC (305)234 -4514 Yes Owner's Phone: (305)756 -3711 Total Square Feet: 900 Total Job Valuation: $ 275,000.00 WORK IS ALLOWED MONDAY THROUGH SATUR[IAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. 'IS MUiT 3E ON rF NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE D SP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam 4 ° zbigig AL/i -f' Truss /Rafters Roof Sheathing Bucks Windows /Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath I A 101( Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shatters Rails and Guardrails ADA com • dance FINAL DOCUMENTS Soil Bearing Cod Soil Treatment pert Floor Elevation Serve Reinf Unit Mas Ce,t Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION Temporary Pole 30 Day Temporary DATE INSP Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Roug Alarm Fin Fire Alarm AIM Afti.rivAt Fire Alarm Final Service Work With PLUMBING INSPECTION DATE INSP Rough Water Service 2`"' Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe re/� ELECTRICAL COMME S pJ7e-7 / i'e, Mid"' tiPr Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 178701 Permit Number: CC -5 -11 -961 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: F. Termite Letter Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Infractio Passed Comments INSPECTOR COMMENTS False Passed i):7''' Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) BBF Construction, Inc. (786) 340 -2888 9501 -9545 NE 2 °a Avenue, Miami Shores, Florida 33138 Residence Lot 8 -17 Block 29 Permit # CC -5 -11 -961 Method of Termite Treatment Prevention Treatment- soil barrier wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatme t is in accordance with rules and laws established by the Florida Department of Agriculture and Cons er Se - ces 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: BBF Construction, Inc. 10705 SW 216 Street Ste. 215 Miami, Florida 33170 Treatment Site: 9501 -9545 NE 2 Avenue, Miami Shores, Florida 33138 Project: Residence - Interior Slabs Permit: CC -5 -11 -961 Chemical: Imidacloprid Product: Adonis 75WSP @ .05% Square Footage: -2250 _.Numberof Gallons: 225 Number of structures treated: 1 Lot: N/A Block: N/A Date of Completion: 07/27/2012 Applicator: Breck Bishop Date & Time 07/27/2012, 3 :00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None 1 Year X Renewal Yes 5 Years No X LICENSE ACC BY: 4 H R O. 1752 EST CONTROL, INC. es, President 12 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) BBF Construction, Inc. (786) 340 -2888 9501 -9545 NE rd Avenue, Miami Shores, Florida 33138 Residence Lot 8 -17 Block 29 Permit # CC -5 -11 -961 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is accordance with rules and laws established by the Florida Department of Agriculture and Consumer 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: BBF Construction, Inc. 10705 SW 216 Street Ste. 215 Miami, Florida 33170 Treatment Site: 9501 -9545 NE 2 Avenue, Miami Shores, Florida 33138 Project: Residence - Interior Slabs Permit: CC -5 -11 -961 Chemical: Imidacloprid Product: Adonis 75WSP @ .05% - -- Square Footage: -2250 -- Number of Gallons: 225 Number of structures treated: 1 Lot: N/A Block: N/A Date of Completion: 07/27/2012 Applicator: Breck Bishop Date & Time 07/27/2012, 3:00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None 1 Year X Renewal Yes 5 Years No X LICENSE N S ..: 1752 ACCURA EST CONTROL, INC. BY: Harve vfil I s, President 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954- 584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 Permit Number: CC -5 -11 -961 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: I NS P- 160249 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Passed Inspector Comments dp. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Date: May 28, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 MARK A. CAMp1ELE ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES, FIA. 33138 754 -2318 u r 758 -7666 FL LIC # AR 0011074 Re: Permit # CC11 -961 Village Square renovation 9501 - 9545 N.E. 2nd Avenue Miami Shores, Florida 33138 Folio # 11- 3206 - 013 -3900 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections for the reinforced Unit Masonry, mortar, horizontal reinforcement, filled cells, columns, lintels, Reinforcing steel and concrete pour etc. as per FBC 2122.4. This letter will hereby attest that I have approved the installation. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011 074 9501 Unit Masonry letter 5 -28 -12 MARK A. CAMu 13E11 ARCHITECT 373 N.E. 92ND STREET MIAMI SUICIDES, FL 4. 33138 754-231S i F 758 -7666 FL LIC # AR 0011074 Date: August 29, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # CC11 -961 Village Square renovation 9501 - 9545 N.E. 2nd Avenue Miami Shores, Florida 33138 Folio # 11- 3206 - 013 -3900 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the demolition permit. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced commercial building are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the City of North Miami Department of Building and Zoning in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to convict Mark A. Campbell, Ar; • 'test State of Florida: #0011074 9501 CC letter 8 -29 -12 MARK A. CAMPBELL ARCHITECT 373 N.E. 32ND STREET MIAMI SHORES, FLA. 3313 754-231S p r 758 -7666 8 1= FLLIC #AR0011074 Date: August 29, 2012 Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores, Florida 33138 Re: Permit # CCI 1 -961 Village Square renovation 9501 - 9545 N.E. 2nd Avenue Miami Shores, Florida 33138 Folio # 11- 3206 -013 -3900 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the demolition permit. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced commercial building are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the City of North Miami Department of Building and Zoning in conjunction with the application for a Certificate of Completion for the above referenced structure. S d y have any questions or need any additional information please do not hesitate Mark A. Campbell, chitect State of Florida: #0011074 9501 CC letter 8 -29 -12 • s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 178700 Permit Number: CC -5 -11 -961 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Miscellaneous Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Infractio Passed Comments INSPECTOR COMMENTS False Passed (,,3 Inspector Comments FIRE FINAL INSPECTION Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 20, 2012 Page 1 of 1 MIAMI -DADE FIRE RESCUE9DEPARTMENT DATE FIRE INSPECTION REPORT CONTINUATION OCCUPANT ADDRESS c 3! 2 0/ ZOOtla 4-7 27/7' Page 125.01 -105 9/98 Pages INSPECTO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 178699 Permit Number: CC -5 -11 -961 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Infractio Passed Comments INSPECTOR COMMENTS False Passed alto Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 20, 2012 Page 1 of 1 NST CT1 Y�J General Contractor / Shell Specialist C. G. C. # 060787 10705 SW216th St. Suite # 215 Miami, FL 33170 Phone (305)234-4514 * Fax (305)234 -4515 September 5, 2012 To: Miami Shores Building Department Attention: Norman Bruhn Reference: 9501 -9545 NE 2"d Ave. Miami Shores, FL 33138 — Commercial Building Permit #CC -5 -11 -961 The insulation used on the above listed permit is as follows: 1. Exterior masonry/concrete block walls — Foil attached to hi -hat or wood furring having a 4.1 R- value. 2. Any repairs to ceilings — R -19 6" batt with paper -face. 3. Any demising/fire walls repairs R -19 plain (un- faced). See the attached product sheets from manufacturer. Glenn Bolding BBF Construction, Inc. — Superintendent Sworn to an • subscribed before me this day of 2012 Personally Known or Produced Identification (Print, Type, or Stamp commissioned Name of Notary Public) Johns Pflanville Formaldehyde free Fiber Glass Insulation JM FORMALDEHYDE- FREE"' FIBER GLASS INSULATION JM Formaldehyde-free" fir glass bullring insulation offers superior thermal and acousfical performance— and it improves indoor air quality bow its made without formaldehyde. Why is that nnportant? Because the U.S. Environmental Protection Agency (EPA) recommends limiting exposure to formaldehyde as much as possible, and the Calfomia Air Resources Board, a &i s' of the California EPA, recommends that homeowners, builders and architects use building materials and insulation made without formaldehyde when building a home or reanodeling. JM is the only company in the industry with a complete line of fiber glass building insulation made without formaldehyde. Visit spac JM.cam for more information. PRODUCT DESCRIPTION Johns Marmite Kraft-Faced insulation is a lightweight thermal and acoustical fiber glass insulation made of long, resilient glass fibers bonded with an acrylic thermosetting binder. The kraft facing can serve as an integral vapor retarder. AVAILABLE FORMS • Pre-cut batts —fit standard wan cavities and are fasterto install than roll products. • Rolls — can be tart to ft any size cavity and installed in any part of a building. APPLICATIONS • Wood frame construct — residential homes and light commercial buildings • Metal frame construction— cormnercial buildings • Pre - manufactured homes— modular or manufactured housing • Engineered wood construction — assemblies framed with 17 to 197 (305 mm to 488 mm) on -center cavities, wide- spaced wow truss or I- joists • Interior wan sound control — interior walls and floor and ceaTmg assermhbfie s (for sound class ratings for wall assemblies. see the appropriate STC values data sheet for either steel or wood framing) INSTALLATION Kraft insulation cuts easily with an ordinary uarty knife. Stapting tabs are provided for attachment to wend framing. The insulation can also be installed with fasteners or simply pressed in place between studs or joists. The kraft facing on this pmduct will bum and moist not be left exposed. h must be covered with gypsum board or another approved interior finish. Where an exposed application is required. use FCC 25 flame- resistant fated ilISIIMOIL Note: In colder climate areas, vapor retarders (whether attars to the insulation or applied separately) are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wan from the hundmg interior. Conversely, in predominantly hot humid climates Iocal practices often can for placing the vapor retarder toward the outside of the wall cavity. Check your Iocal building codes for vapor retarder requirements. PACKAGING This insulation is compression- packaged for savings in storage and freight costs. RECOMMENDED STORAGE AND TRANSPORT Stare insulation indoors. Keep insulation clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE ASTM C 665. Type 1I, Class C, Category 1 ASTM E 96 Permeability (Kraft) 1.0 Perm Kraft -Faced Rd forldebyde -ice Thermal and Acoustical Fiber Wass Insulation PERFORMANCE ADVANTAGES • improves indoor air quality— because Ws made without formaldehyde. • Therrrrally efficient — provides effete resistance to heat transfer with R- values up to R -38 (RSI-6.7). • Controls moisture — (raft facing resists water vapor transmission. • Controls sound — reduces transmission of conversations and equipment noises through interior and exterior wags and floor and Ming assemblies. • Noncorrosive — does not accelerate corrosion of pipes, wiring or mortal studs. • Durable — unaffected by moisture. oil. grease and most acids. It will not rot, mildew or otherwise deteriorate. • • Rest-Gent bonded glass firms will not pull apart during normal applications and resist settling, breakdown and sagging from vibration. • Flexible — forms readily around comers and curved surfaces. Kraft-Faced JRA Formaldehyde-fie/Pm Tberaml and Acoustical Fiber Glass Insulation Visit our website at specJM.com BUILDING CODE COMPLIANCE AND FIRE HAZARD CLASSIFICATION ICBO IsaCp BOCA WAN Rte Smoke Kraft -Faced 'PerASTM E84. Typal M. N V Types DI. V. VI Typal M. N V Typal M. N V /NI Types Not Rated Not Rated AVAILABLE FORMS* Specification Complbmce R-ifafne Ihz# te) HSI -Vakm tmteC/waas) Mtdmess" Iml (mm) Metal Framing (m) Wood Framing (In) Metal Framing (eta) Woad F (can) ASTM C 665 Kraft-Fated Type 0, Class C 3& 38 3lIc 6.7 6.7 5.3 1014 13 814 260 330 210 — 16.24 — 1514. 23% 16.24 15%. 23% — 46. — 394. 6 386,600 406, 610 394, 60 Category 1 30 53 1014 266 12, 16, 24 12.16.19, 24 304, 406.610 36.406. 483. 610 25 4A 84 216 — 15. 23 — 381.584 22 3.9 734 191 — 1519.73 — 381.48.584 21 3.7 5% 140 — 15, 23 — 381.584 19 3.3 6% 165 16.24 11.15.19.23 406.610 279. 381.46. 584 15 2.6 314.346 89, 92 — 15,23 — 3$1.584 13 2.3 3334.334 89,92 16.24 11.15 23 409 610 219.381.584 11 1.9 3%,33i 6.92 16, 24 11,15,23 406, 610 216,381.584 war gun/bi odes o• pa& mtawHeh�re�NeraWmaa�Hestrmeadamhmae6Ralaml. "=r*erbrtaombs "•SpetildmidOsaad kagtsmaybea ad&etv:3r011pvbW.aBeffies ragesselatir. litastml P rmplesiodige4r,ffi'mda nflat793mead2Nm16etel d6sthedralegiag SHORT FORM SPECIFICATION All insulation shown on drawings or specified herein shall be "Johns Manville Kraft -Faced Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation Thermal resistance °R° values (RSI of the insulation shall be R (RSI) in ceilings, R (RSI in walls, and R (RSI) in floors over unheated spaces. LIMITATIONS OF USE Check applicable balding codes. Kraft- faccd insulation should not be left exposed. 5% Pas s Technical spealicatkms as shown in this literature aro intended to be used as general gaidelmos mdy. The physical and chemical properties of matt faced thermal and acoustical fiber glass insulation famed herein represent typical. average values obtehmd in accordance with accepted test mks and are pct to normal maumfacturing variations. They are supplied as a technical »vice and am subject to ctranga mama notice. Any referemaes td numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials alder actual fore conditions. Check with the sales office nearest you for current Information. M Johns Manville products are sold subject to Jaime Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville limited Warranty and L6nitalian of Remedy orforudarmation an other Jams Mama'Uethermal and acoustical huu lotion and systems, call or write SCENIIFICCERIMMIONSYSTBIS to the 800 number or address listed below. ers-raa.osdsa Properly Insulating a structure using Johns Manville building insulation helps preserve our enviroamant by reducing energy consumption for heating and cooling, reducing the pdiution resulting from fuel burning, reducing the emission of hazardous air pollutants during manufacturing and reducing waste through the utlliasdmm of recycled mater. Look for the cross and globe emblem on Johns Manville budding insulation width indicates hidepandont cenffication by Scientific Certification Systems. Inc. of 25% or more recycled glass content Distributed by. JohnsManvr7ie Insulation Systems 71717th St. Denver, CO 80202 (800) 6543103 specJM.com BID -0016 10-09(Baptaaas 10.081 ®200S Johns Manville 1111111157 Johns Manville Formaldehyde-free' Fiber Glass Insulation JM FORMALDEHYDE-FREP FIBER GLASS INSULATION JM Formaldehyde-free fiber glass building insulation offers superior thermal and acoustical performance —and it improves indoor air quality because it's made without formaldehyde. Why is that important? Because the U.S. Environmental Protection Agency (EPA) recommends limiting exposure to formaldehyde as much as possible, and the Califomia Air Resources Board, a division of the Califomia EPA, recommends that homeowners, builders and architects use building materials and insulation made without formaldehyde when building a home or remodeling. JM is the only company in the industry with a complete line of fiber glass building insulation made without formaldehyde. Visit specJM.com for more information. PRODUCT DESCRIPTION Johns Manville unfaced insulation is a lightweight thermal and acoustical fiber glass insulation made of long, resilient glass fibers bonded with an acrylic thermosetting binder. Where vapor control is required, a separate vapor retarder can be used. AVAILABLE FORMS • Pre -cut baits —fit standard wall cavities and are faster to install than roll products. • Rolls — can be cut to fit any size wall cavity and installed in any part of a building — especially long unobstructed areas such as attics or crawl spaces. APPLICATIONS New Construction • Wood frame construction — residential homes and Tight commercial buildings • Metal frame construction — commercial buildings • Manufactured homes — modular or manufactured housing • Engineered wood construction — assemblies framed with 12° to 192° (305 nun to 4 :: mm) on- center cavities, wide -spaced wood trusses or Hoists • Suspended ceiling systems — sized to fit above 2' x 4' (0.61 m x 1.22 m) ceiling panels • Interior wall sound control — interior walls, floor and ceiling assemblies (for sound class ratings for wall assemblies, see the appropriate STC values data sheet for either steel or wood framing) • Basement wall insulation Retrofit • Re- insulating attics, crawl spaces • Back -fill above suspended ceiling systems INSTALLATION Available in many sizes and R- values, unfaced insulation can be quickly installed for a wide variety of applications. JM unfaced insulation cuts easily with an ordinary utility knife and installs by simply pressing in place between studs or joists. Wire rods, chicken wire or wire may be needed to hold insulation in place in horizontal applications. Unfaced insulation must be protected from the outside elements like wind, rain and sunlight. Note: In colder climate areas, vapor retarders (whether attached to the insulation or applied separately) are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wall from the building interior. Conversely, in predominantly hot, humid climates local practices often call for placing the vapor retarder toward the outside of the wall cavity. Check your local building codes for vapor retarder requirements. PACKAGING Johns Manville unlaced insulation is compression - packaged for savings in storage and freight costs. RECOMMENDED STORAGE AND TRANSPORT Store insulation indoors. Keep insulation clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE ASTM C 665, Type I ASTM E 84 Flame Spread 25 or less, Smoke Developed 50 or less Unfaced JM Fonnaldehyde -free Thermal and Acoustical Fiher Glass Insulation PERFORMANCE ADVANTAGES • Improves indoor air quality — because it's made without formaldehyde. • Thermally efficient — provides effective resistance to heat transfer with R- values up to R -38 (RSI -6.7). • Controls sound — reduces transmission of sound through exterior and interior walls and floor /ceiling assemblies. • Fire - resistant and noncombustible — see Specification Compliance. • Noncorrosive — does not accelerate corrosion of pipes, wiring or metal studs. • Mold- resistant — does not support mold or mildew. Does not supply a food source for insects or rodents. • Resilient — bonded glass fibers will not pull apart during normal applications and resist settling, breakdown and sagging from vibration. • Flexible — forms readily around comers and curved surfaces. Unfaced JM Formaldehyde -free' Thermal and Acoustical Fiber Glass Insulation Visit us at specJM.com BUILDING CODE COMPLIANCE AND FIRE HAZARD CLASSIFICATION ICBO SBCCI BOCA IBWIRC Rama Spread' Smoke Developed' Unfaced All Types All Types All Types All Types /All Types 25 50 •PerASTM E St AVAILABLE FORMS* Spcclfrcation Compliance R -Value (brit. F /Btu) RSI- -Value (m8'°C/Watts) Thickness" (te) (1mn) Width"` Metal Framing (Inn Wood Framing (io) Metal Framing (mm) Wood Framing (mm) ASTM C 665 Unfaced Type I 38c 38 30s 6.7 6.7 5.3 101/2 13 81/2 260 330 210 - 16, 24 - 151/2,23% 16, 24 151, 239* - 406, 610 - 394, 600 406, 610 394.600 30 5.3 1016 260 16, 24 16, 19, 24 406, 610 406, 483, 610 25 4.4 81/2 216 16, 24 15, 19, 23 406, 610 381, 483, 584 22 3.9 711 191 - 15 - 381 21 3.7 51/2 140 16 15, 23 406 381, 584 19 3.3 61/2 165 16, 24 15, 19, 23 406, 610 381, 483, 584 15 2.6 31/2 89 - 15 - 381 13 2.3 31/2,3% 89, 92 16, 24 15, 23 406, 610 381, 584 11 1.9 316,316 89.92 16, 24 15.19, 23 406, 610 381, 483, 584 A A 2e% 70 16, 24 - 406.610 - Consultymu local JM sates representative or product availability chart forother available alms mid R-valuse MI- values) in biding wide-mil products. " Thickness may vary by producing location. ••• Special widths and lengths may be available Check with your local JM sales represerdative. Standard product lengths Include 48',93' and 99' (1219 non, 2382 and 2438 mm) bates A For sound control applications in interior walls. e Cathedral sang application. SHORT FORM SPECIFICATION All insulation shown on drawings or specified herein shall be "Johns Manville Unfaced Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation" Thermal resistance "R" (RSI) values of the insulation shall be R (RSI) in ceilings, R (RSI) in walls, and R (RSI) in floors over unheated spaces. The product shall have an FHC rating of 25/50 or less. LIMITATIONS OF USE Check applicable building codes. 5% 20 % Pastes ' SCIENTIFIC CERTffTCATION SYSTEMS 8C5- Mo-01073 Property insulating a structure using Johns Manville building insulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, reducing the emission of hazardous air pollutants during manufacturing and reducing waste through the utilization of recycled materials Look for the cross and globe emblem on Johns Manville building insulation which indicates independent certification by Scientific Certification Systems, Inc. of 25% or more recycled glass content Technical specifications as shown in this literature are intended to be used as general guidelines only. The physical and chemical properties of unfaced thermal and acoustical fiber glass insulation listed herein represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Check with the sales office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy or for information on other Johns Manville thermal and acoustical insulation and systems, call or write to the 800 number or address listed below. Distributed by .733 JohnsManrniQe Insulation Systems 717 17th St. Denver, CO 80202 (800) 654 -3103 specJM.com 810 -008 10-09 (Replaces 10-08) ® 2009 Johns Manville RADIANT INSUMATION SOIU(IONS r- A \1.1- SO AU vapor Shield Standard and INFLECTIVE INSOLATION Hi -Perm Versions cOn®aremmsrta�a� R -Foil AA2 Vapor Shield"' is a reflective insulation intended for use on furred - out masonry walls. The inside layer is a minimum .00035" aluminum foil. The outer layer is 351b. natura Kraft paps cued with polyethylene, lamnated to flaie boards or excess that evade papa from foil creating a reflective err space. When installed on furring strips spaced 16" or 24" on center, a second reflective ar space is formed. This err space is dependent upon the thickness of the furring strip selected. The Hi -Pam version i nd udes well perforations for applications not requiring a vapor retards. Available in both staple tab (for wood furring) and tapetab (for metal framing). How Reflective 1 nsulation Work Hest is tracsfarred by one of three methods, which i nd ude conduction, oonvecdi on and radiation. In general, any material added to a cavity increases conduction moss that err space Most insudati ng products on the market rest heat tearer by forming small ar or gas pockets between layers of building materials, such as fiberglass, recyded paper ail foam The small spaces restrict err movement, thereby reducing he flow by convection However, these stalled building materials are not as effective agent radiant he transfer. Reflective insulation functions by forming these deal err spaces with layers of paper, plastic aid aluminum. The high reflectivity aid lcw emissivity of the aluminum m material has the added benefit of bloddng radiant energy, so he transfer through radiation is also significantly reduced. Reflectiveinsuldion provides retistaieto he gin in simmer conditions and he Ioss in winter conditions. This lowers both cooling and hating costs, redud ng energy ecpa ditures throughout the year. Test Data Product Verslon ASTM E -96 Water Vapor Permeance ASTM E-84-94 Flammability Flame Spread Rating Smoke Developed Rating National Fire Protection Association Rating Perforated Non - Perforated 8.67 0.802 45 10 Class B 45 10 Class B ASTM C- 1244/Section 9 Adhesive Performance Bleeding........................................ ............................... None Delamination.............. ........................ ...........................None Pliability ........ ............................... No signs of cracking or delamination ASTM C -1338 Mold & Mildew Pass ASTM C -1371 Foil Emittance .. ............................... 0.034 COMPLIANCE AND APPROVALS Product 1 nforrination Furring(S ud Width Expanded Diameter Lineal Footage Coverage Wight 16" O.C. 17.5" 10" 24" O.C. 25.5" 8" 375' 250' 500 sq. ft 500 sq. ft 21 Ibs 19 Ibs R-Values Heat Row Horizontal V Shtetd Vapor Maid . 314° Cavity R-4.2. ...R.4.1 718" Cavity 1 -12° to 1-618' Cavity ASTM 0-238 R -Value Test The R -values of AA2 Vapor Mdeltra Increase Mee the titaness al fuming strips. With the use of AA2 Vapor Shield's', the thldmess of furring strips are 01ghHy Ire because it Is applied to Me surface of tha strips and meriaps. Therefore all measumments are considered nominal. Read This Before You Buy The label shows the R -value of the insulation. R means resistance to heat flow. The higher the R- value, the greater the insulating power. Compare insulation R- values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend on the climate, the type and size of your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you will save on fuel. To get the marked R- value, it is essential that this insulation be installed properly. M eetsASTM C -1244 Standard Specification for Reflective I raulation M eels National/Florida Building & Energy Code Requirements r Rev. 7/2012 Our Solutions Fieflecton You Visit our website: www.tifoiincom PO Box 800 Auburndale, FL 33823 Phone (800) 448-3401 Fax: (863) 967 -0137 Mo!48InS [ Florida °Department of tiE 2� MIAMI•DADI? Environmental Protection Miami -Dade DERM Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 OTfE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE (CHECK O E ONLY): l ORIGINAL ❑ REVISEDe;�� ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK NE ONLY):(" £ EMOLITION) 'kENOVAt ON ❑ ROOFING IF DEMOLITION, IS IT N ORDEREI7bEMOLI I-R M "' n YES 70 NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? 1. Facility Name Address E City ❑ YES lETYES ❑ NO t$rG State r'1- Zip. 3j /=° County Q F LINO File # Process # (;7 1=' Site Building Size 7-1-- - `=1�'- v. -t," (Square Feet) Prior Use: ❑ Schol/College/University ❑ Residence Present Use: ❑ School /College/University ❑ Residence 11. Facility Owner il, <'a f E t_ Address = "- ?' f� �r pro: 2r 1 City Y- I11. Contractor's Name II °' S u , Address ? City Consultant Inspecting Site # of Floors t Building Age in Years mall Business Other ❑ Small Business Other Phone ( State If"_ Zips Phone ( -,` a State i,.. a Zip , , _, Is the contractor exemp from licensure under section 469.002(4), F.S.? ❑ YES `NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/o(Id/yy) Start:-2 Finish: Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. V` - °" ' IA-4_ ,.., - 2 I f ' , . i _ - Procedures to be Used (Check All That Apply): VI. Procedures for Unez a ted RACM: VII. Asbestos Waste Tran porter: Name Address City State . Zip D Phone ( VIII. Waste Disposal Site: Name &� �- r� i .. _ 111 �;, , s,f� A_,�� ,.; .;14` I I Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ABM* square feet surfacing material square feet cementitious material linear feet pipe , square feet resilient flooring cubic feet df RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: I certifg that-TWO above iri, site—curing the dernolitio -` during normal busipnessshours. Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ill Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unez a ted RACM: VII. Asbestos Waste Tran porter: Name Address City State . Zip D Phone ( VIII. Waste Disposal Site: Name &� �- r� i .. _ 111 �;, , s,f� A_,�� ,.; .;14` I I Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ABM* square feet surfacing material square feet cementitious material linear feet pipe , square feet resilient flooring cubic feet df RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: I certifg that-TWO above iri, site—curing the dernolitio -` during normal busipnessshours. ormation is correctartd that an individual or renovation and evi enceTat the I ha!v& eaad and un_ derrstood the trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- required training has been accomplished by this person will be available for inspection additional information /provvided on the back of this form. 7 -y (Print Name of Owner / Operator) (Signature of Owner /Operator) (Date) (Contact phone #) DERM USE ONLY Postmark/DateReceived e'c: r1 P ID # 161_01 -158 10/10 DISTRIBUTION: White —DERM Yellow Applicant Pink — Reserve Gold— Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to the information required on the form, the owner /operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must also be attached to the notification. If you checked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner /operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If you checked renovation and it is a planned renovation operation, please note that the notice is effective for a period not to exceed a calendar year of January 1 through December 31. I. Complete the facility information. This section describes the facility where the renovation or demolition is scheduled. This address will be used by the Department inspector to locate the project site. Provide the name of the consultant or firm that conducted the asbestos site survey /inspection. For "prior use" check the appropriate box to indicate whether the prior use of the facility is that of a school, college, or university; residence, as "residential dwelling" is defined in Rule 62- 257.200, F.A.C.; small business, as defined in s. 288.703(1), F.S.; or other. If "other" is checked, identify the use. Please follow the same instructions for "present use." II. Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day /year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. \ I 7 6 General Contractor / Shell Specialist C. G. C. # 060787 10705 SW216th St. Suite # 215 Miami, FL 33170 Phone (305)234 -4514 * Fax (305)234 -4515 September 5, 2012 To: Miami Shores Building Department Attention: Norman Bruhn Reference: 9501 -9545 NE 2 "d Ave. Miami Shores, FL 33138 — Commercial Building Permit #CC -5 -11 -961 The insulation used on the above listed permit is as follows: 1. Exterior masonry/concrete block walls — Foil attached to hi -hat or wood furring having a 4.1 R- value. 2. Any repairs to ceilings — R -19 6" batt with paper -face. 3. Any demising/fire walls repairs R -19 plain (un- faced). See the attached product sheets from manufacturer. Glenn Bolding BBF Construction, Inc. — Superintendent Sworn to and subscribed before me this 0 day of kW\ 0[4 2012 Personally Known or Produced Identification MICHELLE L FARR :,rY MY COMMISSION i OD 911207 -.' EXPIRES: July 27, 2013 tf Bonded Thru Notary Public Underwriters (Print, Type, or Stamp commissioned Name of Notary Public) Formaldehyde fret' Fiber Glass Insulation Johns Manville JM FORMALDEHYDE- FREE'" FIBER GLASS INSULATION JM Fonnaldehyde#ree fiber glass inning isolation offers superior ihamal and acoustical performance— and it improves indoor air quaky because its made without formaldehyde. Why is that ant? Because the U.S. En*on dal Protection Agency ( EPA) recommits limiting exposure to formaldehyde as much as possle. and the California Air Resources Board, a division of the California EPA, recommends that homeowners. holders and architects use baring materials and insulation made without formaldehyde when bulldog a home or renodermg. JM is the only company in the industry with a complete Fine of fiber glass building insulation made without formaldehyde. Visit specJM.com for more information. PRODUCT DESCRIPTION Johns Manville Kraft -Faced insulation is a lightweight thermal and acoustical fiber glass insulation made of long, relent glass firms bonded with an acrylic thermosetting binder. The kraft facing can serve as an integral vapor retarder. AVAILABLE FORMS • Pre -cut hafts - fit standard wall cavities and are faster to install than roB products • Rolls - can be art to Many size cavity and instate in any part of a bwldng. APPLICATIONS • Wood frame construction- residential homes and light commercial buildings • Metal frame construction - commercial buntings • Pre - manufactured homes -modular err manufactured housing • Engineered wood construction - assemblies framed with 12' to 19.2" (305 mm to 4l8 nun) on- center cavities, wide- spaced wood trusses or 1- joists • Interior wall sowui control- interior walls and floor and ceirmg assemblies (for sound class ratings for wail assemblies. see the appropriate STC values data sheet for either steel or wood framing) INSTALLATION Kraft -faced insulation cuts easy with an orcruiary utility knife. Stapling tabs are provided for attachment to wood framing. The insulation can also be install with fasteners or simply pressed in place between studs or joists. The kraft facng on this product will bun and crust not be left evicted. It must he covered with gypsum board or another approved interior -finish. Where an mmosed application is required, use FSK -25 flame - resistant faced insulation. Note: In colder climate areas. vapor retarders (whether attached to the insulation or applied separately) are often placed toward the heated or conditioned side of the wall This is done to reduce water vapor penetration into the wrap from the building interior. Conversely, in predominantly tut tumid climates local practices often call for placing the vapor retarder toward the outside of the wrath cavity. Check your focal building codes for vapor retarder requirements. PACKAGING This insulation is compression- packaged for savings in stone and freight costs. RECOMMENDED STORAGE AND TRANSPORT Stare insulation indoors. Kew insulation dean and dry at all tiro . When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE ASTM C 665. Type II. Class C. Category 1 ASTM E 96 Permeability (Kraft) 1.0 Perm Kraft- Faced. - irea-Thermal and Acoustical Fiber Glass Vasa laden PERFORMANCE ADVANTAGES • Improves indoor air quality- because it's made without formaldehyde. • thermally efficient- provides effective resistance to heat transfer with R-values up to R -3B (RSI -63). • Controls moisture - haft facing resists water vapor transmission. • Controls sound - reduces transmission of conversations and equipment noises through interior and exterk wags and floor and ceiling assemblies. • Noncorrosive - does not accelerate rate corrosion of pipes, wiring or metal studs. • Durable - unaffected by moisture, oil, grease and most acids. It will not rot, mildew or otherwise deteriorate. • Resilient - bonded glass fibers will not pull apart during normal applications and resist settling, breakdown and sagging from rnibrafian. • Fleooabie -forms readiy amend comers and curved surfaces. Kraft -Faced J1111 Formaldehyde -free'M Thermal and Acoustical Fiber Glass Insulation Visit our website at specJM.com BUILDING CODE COMPLIANCE AND PYRE HAZARD CLASSIFICATION U�0 SBCCI 80CA w Flamer Smoke Develops& Kraft-Faced Types W. IV. V Types 81. V, VI Types W. IV. V Types 111. RI. WAR Types Not Rated Not Rated •PerASal E8A AVAILABLE FORMS* Specification Compliance R-Value throftiefilkd RE-Vahre Wet/Wand Thickness** fin) leer) Width*** Metal Framing (in) Wood Framing (col Metal Framing Omni Wood Framing (®n) ASTM C 665 38c 6.7 101/4 260 — 15%. 23% — 394, 600 Kraf1-Faced 38 6-7 13 330 16, 24 16.24 408.610 408.610 Type fl. Class C 30c 5.3 8% 210 — 15%.23% — 394.600 Category 1 30 5.3 10% 260 12,16. 24 12,16,19.24 304, 406.610 30.%408.483, 610 25 4.4 61/4 216 — 15.23 — 381.584 22 3.9 71% 191 — 15.19.23 — 381.483.584 21 33 5% 140 — 15, 23 — 081.564 19 3.3 6% 165 16.24 11.15. 19. 23 406.610 279, 381.433.584 15 2.6 3111.3% 89 92 — 15.23 — 381.584 13 2.3 3'1.3% 89, 92 16, 24 11.15.23 4116, 610 279, 381.584 11 1.9 3/.314 89, 92 16, 24 11,15, 23 405.610 279.381.584 • CamullyrBm.ursalsa reposerdafintarpolfunt a reMCtoro9er oanaama-aalnea L "tHdmess"tamrMPadmtag Imam .°Sfackdvialeis sodtm s war be =Sala Clink tenth palatal ad solestaprosassafae.Siaadaal podeatengths inetude 4r,tEr radar ll�Zabzsrstaed244mlbans. c Cegtedral a ftanNeetko SHORT FORM SPECIFICATION All insulation shown on drawings or specified herein shall be Johns Manville Kraft-Faced Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation" Thermal resistance 'R' values (RSI) of the insulation shall he R (RSI) in ceilings, R (RSI) in walls. and R (RSI) in floors over unheated spaces. LBIYIITATIONS OF USE Check applicable buldutg cafes. Kraft-faced insulation should not be left exposed. 5% Phan 20% Postconsumer Tecludca l specilications as shown in tads lime are intended to be used as general guidelines mddt The physical and chemical privatise of hrait faced thermal and muslin! fiber glass insulation fsted hen represent typical, average value attained ht accordance with accepted tit methods and are subject to normal manufacturing variations. They are supidod as a tactadcol service and are motto change without nee. Any referescas to l flame spread or smoke deadened rebngs are not Intended to reflect hazards presented by these or any other materials under actual foe eonftions. Check with the sales office nearest you for current hdonmatian. AU Johns Manville products are sold subject to Johns Mandflo's Limited Warranty and limo of Remedy. For a copy of the Johns Manville Limited Warranty and limited a of Remedy or fur hdormation on other Johns Mena&thermal and acoustical insulalion and spasms, call or write 812BITIRC CaillarAllON MMUS lathe 800 Inlmber or address fisted below. S S.M 4wss Properly Insulating a structure using Johns Manville budding hsulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, reducing the emission of hazardous air pollutants during awning and reducing waste Through the utilization of recycled nom. Look for the cross and globe emblem on Johns Manville building Insulation which indicates independent ceruiicatian by Sciaaific Certffication Stems. Inc. of 25% or more recycled glass content. Distributed by: diain Johns Manville Insulation Systems 717 17th St. Denver, CO 80202 (80016543103 spesJM.cam 8m-0816 10315 M80=31048) ®2408 Johns Manville 1 Johns Manville Formaldehyde free Fiber Glass Insulation JM FORMALDEHYDE -FREETM FIBER GLASS INSULATION JM Formaldehyde -free" fiber glass building insulation offers superior thermal and acoustical performance —and it improves indoor air quality because it's made without formaldehyde. Why is that important? Because the U.S. Environmental Protection Agency (EPA) recommends limiting exposure to formaldehyde as much as possible, and the Califomia Air Resources Board, a division of the Califomia EPA, recommends that homeowners, builders and architects use building materials and insulation made without formaldehyde when building a home or remodeling. JM is the only company in the industry with a complete line of fiber glass building insulation made without formaldehyde. Visit specJM.com for more information. PRODUCT DESCRIPTION Johns Manville unfaced insulation is a lightweight thermal and acoustical fiber glass insulation made of long, resilient glass fibers bonded with an acrylic thermosetting binder. Where vapor control is required, a separate vapor retarder can be used. AVAILABLE FORMS • Pre -cut batts —fit standard wall cavities and are faster to install than roll products. • Rolls — can be cut to fit any size wall cavity and installed in any part of a building — especially long unobstructed areas such as attics or crawl spaces. APPLICATIONS New Construction • Wood frame construction — residential homes and light commercial buildings • Metal frame construction — commercial buildings • Manufactured homes — modular or manufactured housing • Engineered wood construction — assemblies framed with 12° to 19.2 (305 mm to 488 mm) on- center cavities, wide- spaced wood trusses or Hoists • Suspended ceiling systems — sized to fit above 2' x 4' (0.61 m x 1.22 m) ceiling panels • Interior wall sound control — interior walls, floor and ceiling assemblies (for sound class ratings for wall assemblies, see the appropriate STC values data sheet for either steel or wood framing) • Basement wall insulation Retrofit • Re- insulating attics, crawl spaces • Back -fill above suspended ceiling systems INSTALLATION Available in many sizes and R- values, unfaced insulation can be quickly installed for a wide variety of applications. JM unfaced insulation cuts easily with an ordinary utility knife and installs by simply pressing in place between studs or joists. Wire rods, chicken wire or wire may be needed to hold insulation in place in horizontal applications. Unfaced insulation must be protected from the outside elements like wind, rain and sunlight. Note: In colder climate areas, vapor retarders (whether attached to the insulation or applied separately) are often placed toward the heated or conditioned side of the wall. This is done to reduce water vapor penetration into the wall from the building interior. Conversely, in predominantly hot, humid climates local practices often call for placing the vapor retarder toward the outside of the wall cavity. Check your local building codes for vapor retarder requirements. PACKAGING Johns Manville unfaced insulation is compression - packaged for savings in storage and freight costs. RECOMMENDED STORAGE AND TRANSPORT Store insulation indoors. Keep insulation clean and dry at all times. When transporting, cover completely with a waterproof tarpaulin as necessary. SPECIFICATION COMPLIANCE ASTM C 665, Type I ASTM E 84 Flame Spread 25 or less, Smoke Developed 50 or less Unfaced JM Formaldehyde-free' Thermal and Acoustical Fiber Glass Insulation PERFORMANCE ADVANTAGES • Improves indoor air quality — because it's made without formaldehyde. • Thermally efficient — provides effective resistance to heat transfer with R- values up to R -38 (RSI -6.7). • Controls sound — reduces transmission of sound through exterior and interior walls and floor /ceiling assemblies. • Fire - resistant and noncombustible — see Specification Compliance. • Noncorrosive — does not accelerate corrosion of pipes, wiring or metal studs. • Mold- resistant — does not support mold or mildew. Does not supply a food source for insects or rodents. • Resilient — bonded glass fibers will not pull apart during normal applications and resist settling, breakdown and sagging from vibration. • Flexible — farms readily around comers and curved surfaces. r Unfaced JM Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation Visit us at specJM.com BUILDING CODE COMPLIANCE AND FIRE HAZARD CLASSIFICATION ICBO SSW BOCA IBIJIRC Flame Spread* Smoke Developed' Unfaced All Types All Types All Types All Types /All Types 25 50 •PerASTM ESC AVAILABLE FORMS* Specification Compliance R -Value (hr •ftee °F/Btu) RSI-Value Im9•°C/Watts) Dictums** (in) (mm) Width*" Metal Framing (In) Wood Framing (m) Metal Framing (mm) Wood Framing (mm) ASTM C 665 Unfaced Type I 38c 38 30c 6.7 6.7 5.3 10'% 13 8'k 260 330 210 - 16, 24 - 151/2, 2334 16, 24 151/2,23% - 406, 610 - 394, 600 406, 610 394.600 30 5.3 101/4 260 16.24 16, 19, 24 406.610 4(16, 483.610 25 4.4 81/2 216 16, 24 15, 19, 23 406, 610 381. 483, 584 22 3.9 71/2 191 - 15 - 381 21 3.7 51/2 140 16 15, 23 406 381, 584 19 3.3 61/2 165 16.24 15,19,23 406, 610 381, 483, 584 15 2.6 31/2 89 - 15 - 381 13 2.3 31/2,3% 89, 92 16, 24 15, 23 406, 610 381, 584 11 1.9 31/2.3% 89, 92 16, 24 15, 19, 23 406, 610 381, 483, 584 A A 214 70 16, 24 - 406, 610 - • Consult your local JM sales representative or product avafabltey chanter ether available sizes and R-valuea ISSI- values1 including wide -roil product& •' Thtekreas may vary byprndueing tauten. • * Spaded widths and lengths may be available Check with your local JM sales representative. Standard product lengths include 48', 93' and SS' (1219 mm, 2182 and 2438 mm) balsa. A For sound central appfnetiare in Interiarwails. c Cathedral caning app8cadon. SHORT FORM SPECIFICATION All insulation shown on drawings or specified herein shall be "Johns Manville Unfaced Formaldehyde -free Thermal and Acoustical Fiber Glass Insulation': Thermal resistance "R" (RSI) values of the insulation shall be R (RSI) in ceilings, R (RSI) in walls, and R (RSI) in floors over unheated spaces. The product shall have an FHC rating of 25/50 or less. LIMITATIONS OF USE Check applicable building codes. 5% Paecansumer 20% Postvnxistnrev 8CIENlffTC CH37ffICA71O1 SYSTEMS sea- me -01073 Properly insulating a structure using Johns Manville building insulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, reducing the emission of hazardous air pollutants during manufacturing and reducing waste through the utillzation of recycled materials. Look for the cross and globe emblem on Johns Manville building insulation which indicates independent certification by Scientific Certification Systems, Inc. of 25% or more recycled glass content Technical specifications as shown in this literature are intended to be used as general guidelines only The physical and chemical properties of unfaced thermal and acoustical fiber glass insulation listed herein represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Check with the sales office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy or for information on other Johns Manville thermal and acoustical insulation and systems, call or write to the 8M number or address listed below. Distributed by „3, JohnsManlnDe Insulation Systems 717 17th St. Denver, CO 80202 (800) 654-3103 specJM.com BID -0008 10- 0918eplaces 10 -08) © 2009 Johns Manville 112 Vapor Shield' Standard and REFLECTIVE INSOLATIRR Hi -perm Versions r,emdsffergysdT*sourara,x Fi -Foil AA2 Vapor ShieldTM is a reflective insulation intended for use on furred - out masonry walls. The inside layer is a minimum 00035" aluminum foil. The outer layer is 351b. natural Kraft paper coated with polyethylene, laminated to flange boards or expanders that separate paper from foil creating a reflective air space. When installed on furring strips spaced 16" or 24" on center, a second reflective air space is formed. This air space is dependent upon the thickness of the furring strip selected. The Hi -Perm version includes small perforations for applications not requiring a vapor retarder. Available in both staple tab (for wood furring) and tape tab (for metal framing). How Reflective Insulation Work Heat is transferred by one of three methods, which include conduction, convection and radiation. In general, any material added to a cavity increases conduction across that air space. Most insulating products on the market resist heat transfer by forming small air or gas pockets between layers of building materials, such as fiberglass, recycled paper and foam. The small spaces restrict air movement, thereby reducing heat flow by convection. However, these standard building materials are not as effective against radiant heat transfer. Reflective insulation functions by forming these dead air spaces with layers of paper, plastic and aluminum. The high reflectivity and low emissivity of the aluminum material has the added benefit of blocking radiant energy, so heat transfer through radiation is also significantly reduced. Reflective insulation provides resistance to heat gain in summer conditions and heat loss in winter conditions. This lowers both cooling and heating costs, reducing energy expenditures throughout the year. Test Data Product Version ASTM E -96 Water Vapor Permeance ASTM E -84-94 Flammability Flame Spread Rating 45 45 Smoke Developed Rating 10 10 National Are Protection Association Rating Class B Class B Perforated Non - Perforated 8.67 0.802 ASTM C- 1244/Section 9 Adhesive Performance Bleeding None Delamination ..................... ............................... None Pliability............ No signs of cracking or delamination ASTM C -1338 Mold & Mildew ......... ............................... ...........................Pass ASTM C -1371 Foil Emittance 0 COMPLIANCE AND APPROVALS MeetsASTM C -1244 Standard Specification for Reflective insulation Meets National/Florida Building & Energy Code Requirements ;(7/-7-7, Product Information Furring/Stud IV 0 Width Expanded 17.5" Diameter Lineal Footage Coverage Weight 25.5" R Values He Roar Hmizordal Vaoa Shield Vapor Shield 3/4° Cavity R-4.2. ._R 7i Cavity R- 0.6 — .®R.4.6 1 -12° to 1518' Cady R�.2.....m...R.51 ASTM C-238 R-Value Tom. The R -valuos of AA2 Vapor Weida' increase with the Oldness of fusing strips. tiles to use of AA2 Vapor Shields', the t Idness of flaring strips we slightly increased tie it is applied to lire surface of the strips and overlaps. Therefore all measurements we considered nominal. Read This Before You Buy The label shows the R -value of the insulation. R means resistance to heat flow. The higher the R value, the greater the insulating power. Compare insulation R -values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the dimate you live in. Also, your fuel savings from insulation will depend on the climate, the type and size of your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you will save on fuel. To get the marked R- value, it is essential that this insulation be installed properly. Rev. 7/2012 Our Solutions lieflect on You Visit our wet site: www.tifoiLearn RADIANT INSULATION SOLUTIONS, PO Box 800 Auburndale, FL 33823 Phone (800) 448 -3401 Fax: (863) 967 -0137 eAPneueti u z PEST CONTROL, INC. 11 -�6l #14,1* /61evic 574 c e Slab nzloa NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: TIME OF TREATMENT: IN et: 3 0 APPLICATOR OUT BUILDER NAME: Caf TREATMENT ADDRESS: 9501 ‘ JOB #: LOT: BLOCK: UNIT: SPRAY & T CHEMICAL SPRAY # RESIDENTIAL MONOLITHIC f S/F L/F ma..-% /s- STEMWALL GALLONS SF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD L/F PLANTATION, oRmA 33317 954 -584 -8588 1- 800 - 749 -8588 F1tx:954 -584 -6117 4 4, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. CA.i q(r)d Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type OWNER: Name (Fee e Fee Simple Titl. Address: -I 1-1 City: M1OM bi )Cre._ ROOFING `0\1b,�.L.G. E L 201 .i • state: 5 1✓ Plmne#:3! -15 x-3'111 33138 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: q6a\- g51-15 N. F. Nvp__ City: Miami Shores County Miami Dade Folio/Parcel#: \ \- Jac ,pro - 01?1— e7°l Ol J Is the Building Historically Designated: Yes Tap: 3313 NO Floc, Zone: CONTRACTOR: Company Name: 1 J� ` AU&Orl , \ Phone#: 305-Ga A -�� al. Address: 1 • &le / City: MiCAlmi State: Qualifier Name: ‘51,,g-V-- c1Cj S 33flC) nA n Phone#: 306-1 ti - 1 QicO State Certification or Registration #: l `�1._, 0 Co Cr! -1 Certificate of Competency* it . I\ •..vita ■ • OHBA Contact Phone#: - - .i• lo Ennafi Address: DESIGNER Architec ry QV Clenpbe bone#: -i . a3ti5 Square /Linear Footage of Work: Mew GIRepair/Replace Submittal Fee $ Permit Fee $ �.,) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training /Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 144.90 • Bonding Company's Name Cif applicable) Bonding Company's Address City State ZiP Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tap 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 wormed to meet dm standards of all laws regulating construction in this juriscliclion. 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 of a building permit with an estimated value exceeding $2500, the applicant must promise in good fait' h 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 Alm a certified copy of the recorded notice of commencement must be posted at the job site for the fast inspection which occurs seven (7) days after the bailiff'', pernit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 1 I , J.�tr Sigcatme Contractor The foregoing instrument was acknowledged before ne this ,� `The foregoing instrument was acknowledged before me this r5 day of d 11 , by (\ \ • day of_'_..— by 3 1 1� ` 1 �'-� who iszoraialbanown to me or who has produced J who is ess �wn,to me or who has produced p on vI As lion and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My 1'111111 ': •" L FMR ,, :il'o, _r f n` n MY COMMISSION 1 DD 911207 = • ' = EXPIRES: July 27, 2013 Public Undenwitets APPROVED BY Plans Exam /17)104ita. ! 2/2,1 Structural Review (Revised (Y7/10O7)(Revisod O6I10/lOO9XRevised 3/15/09) NOTARY PUBLIC: Si My d A avv1%. 1,111111K`:1 , • •twi MY # OD 911207 EXPIRES Undenedte+s Zoning Clerk 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168313 Permit Number: CC -5 -11 -961 Scheduled Inspection Date: March 13, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Columns Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Passed "44- &-( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168286. North end at west side. NB See March 12, 2012 For Inspections please call: (305)762 -4949 Page 4 of 18 II Date: March 9, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 MARK A. CAME I ELL ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES. ILA. 33138 754 -2318 u r 758 -7660 FL LIC # AR 0011074 Re: Permit # CC11 -961 Village Square renovation 9501 - 9545 N.E. 2nd Avenue Miami Shores, Florida 33138 Folio # 11- 3206 -013 -3900 Attn: Building Department, 1 11 I, Mark A. Campbell, having performed and approved the required inspections at the job site. This letter will hereby attest that I have approved the installation of (8) new concrete columns alone 2nd Avenue and 95th street located in the 9545 space. The existing columns were beyond repair on the west side of the building. See the attached drawings. Along the same area of the new columns I have approved the installation of the Mansag concrete repair mortar with integrat corrosion inhibitor for vertical and overhead applications. There are several area which will require repair along the existing header of the windows on the north, east and west side of the building. Should you have any questions or need any additional information please do not hesitate to t Mark A. Campbell, Architect State of Florida: #0011074 9501 concrete column and beam repair letter 3 -9 -12 REVISION (8) 3-9-12 VE • • REVISION 3-9-12 • FLUSH 11111119.1yLeZZ3.2.„ ,1.;F =MI �8 ® TC ® ®© 111 1:111,; c,, d1 ^i^.,`r�Kry:S.W„G; 13' -4" 1 t8' -6" 181-2" �' -4 13' -4" • COLUV\ SCHEULE ", 8"X 6 8" X 8" AND 8" X 10" CONCRETE COLUMN VARIES W/1 #6 IN FILLED CELL 410 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 TIES ©8 "0.C. 8 "X22" CONCRETE COLUMN W/6 #5 CONT. AND #3 TIES © 8" 0.C. ill8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #5 AT 12" W/ 3 TIES © 8" 0. C. ; 12 "X22" CONCRETE TC -4 COLUMN W/6 #5 CONT. AND #3 TIES ©8 "0.C. 12 "X12 "x22" CONCRETE COLUMN W/8 #5 CONT. AND #3 TIES ©8 "0.C. 6" X 6" X 1/2" STEEL COLUMN CONCRETE FILL WITH 8" 10 "X1 2" STEEL PLATE WITH (4) 5/8 "X6" EXPANSION BOLTS REVISION 4 8-25-11 4" EX. STEEL COLUMN C-4 6" EX. STEEL COLUMN REVISION 3 -9 -12 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166991 Permit Number: CC -5 -11 -961 Scheduled Inspection Date: November 30, 2011 Inspector: Bruhn, Norman Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138- Project: BENNETT BUILDING Contractor: BBF CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number (305)756 -3711 Parcel Number 1132060133920 Phone: (786)340 -2888 Building Department Comments PERIMETER OF BUILDING TO BE STUCCO, PAINT, NEW IMPACT GLASS AND PARAPETS, NEW ELEVATION Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 166896. November 29, 2011 For Inspections please call: (305)762 -4949 Page 25 of 38 U MARIE 4. CAMI D EILIL 4IRCI ATIECT - 11 C141- 373 N.E. 991vI1) STREET MIAMI IFILAL 3313S 154-231S u 15S- 154513 FLLIC #AR0011074 Date: November 25, 2011 Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores, Florida 33138 Re: Permit # CC11 -961 Village Square renovation 9501 - 9545 N.E. 2nd Avenue Miami Shores, Florida 33138 Folio # 11 -3206- 013 -3900 Attn: Building Department, r► J I, Mark A. Campbell, having performed and approved the required inspections at the job site. This letter will hereby attest that I have approved the substitution of the substituted truss connectors USP RT7 to be replaced with the NVHCR connector which has a great uplift and allowable load capacity. See the attached revised sheet with the high lighted notes. Should you have any questions or need any additional information please do not hesitate to contact me. A. Campbell, Architect tate of Florida: #0011074 9501 Truss connector letter revised 11 -25 -11 Nov 21 11 03:01p 11/91/2811 11:25 3952535149 .101-(II ABELI_ taxmen 1 Hurricane 's p.1 mat el, en •••••■ lip. • 253 • NO 1) All specified fasteners should be used on eaeh ef die comected numb= to achieve values indicated an above chub& 2) Thin table is based au Maud-Dade County NOA 9134-9510.03 3) Feet/09, use two eltps, one an each side to caandralfh =aka 2321.7 of *el= 4) See emend Notes, pegs AL NM( 37 -SWAY _Grip Clip (520) Net 1) All Specified Gasmen should bound on eacb of the connected members to adduce values indicated an above schedule. 2) Ibis tabti is based on bfiazoi-Dade County NQA *03-0224.10 3) See Genial Notes, pap 01_ a 1 retom.1-Issikh' vrts077-7e4.71 12. Y R1 J la L7_ RT RAFTER TIE SERIES GENERAL NOTES I) STEEL. SHALL CONFOMM TO ASTM A653 STRUCTURAL GRADE 33, AND A MDNIMUN GALVDNIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY FORAWIm LOAD MI r� C�LNf�tAF'U17 rlGl. 6 4)Lld�LOagl& BASED ON THE NATIONAL DESIGN 2001 EDITION FOR SOUTHERN• YELLOW PINE CONSTRUCTION ACCORDANCE WITH ASTM D1T76 PERFORMED IN 5) OFFAA FASTENERS BE EQUALLY DIVIDED BETWEEN 6) NAI WEEN RAFTER a STUDASSUMED TO BE 1 1/2' INTO WOOD. 1p unvVi- PRODUCT CODE FASTENERS SCHEDULE ALLOWABLE LOADS • RAFTER/ TRUSS PLATE STUD DF -L / SYP L1 L2 UPLIFT 8d , x 1 -1/2 160% 160% 160% 160% RT3 _umErwoc,_r RT7 ... (5) . 8d (5) $d; . NOTES 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WAL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT, TO BE COMBINED. ( -2 PRODUCTRPIIWE osamillylarhibiluide Act No i Eaptracta c , e:40-11P UNITED STEEL PRODUCTS COMPANY 14305 Southc Toss DAM Suit 200, Burnsville, MN 65308 - PH (952)899.8651 NAME' RT3 & RT7 (RAFTER TIE) DATE; 02 -10-07 SHEET; 1 OF 3 ROBERT V, LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO: 02-07 MDADE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NoJfrq ) Job Name elf 4/3;ZatAv Date_`2?j71 fL q/ -27/a STRUCTURAL CRITIQUE SHEET Caktiti6 ifrlroo Yhee hs Show * -s — Gtr pc j� 25 z '/ e c1 ur Fot x d e )nbrs -- -caUrdi;1021 -e /Pe' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): r b Address: City: alt A 40 ROOFING 6 3V7gWIEn s Er 7 2011 tl Permit No. Master Permit No. (i4 H'9 7/ Phone #: 31)§:: 7612 ?7// Tenant/Lessee Name: State: AV zip: 5.313 Phone #: Email: JOB ADDRESS: e "`924 1r% ��JLj , %' City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: (°" ,3 Q ( j 9 6[0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company. Name: Addres 67as City:* /// Phone #: a2c:7,1,4:671- Qualifier Name: gu _k_ r ( State Certification or Registration #: Contact Phone #: State: Zip: 3 / Phone#: 7 79e i Certificate of Competency #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition Description of Work: Sd ❑Alteration New DRepair/Replace the7fICOC,,S fri i2b Tgc.9 ❑Demolition u:m ****** **+ x*********+x****** * * * * ********Fees*+ **** **** *****+ x**** ***a:******************mix Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted a for the first inspection which occurs seven (7) days after the building permit is issued. I/the absence o,. h poste inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 1.1_, by (L N QD► who is personally known to me or who has produced who is ersonall known to me or who has F-' I As identification and who did take an oath. as identification an r aletiat,.oath�'. NOTARY PUBLIC: 1 , 'R'. 031061 ° job site notice, Signature ZL 4/4 - Contractor NOTARY PUBLIC• Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ** ***+ x**** **u:: *******+x**+x+x***+a**x::x** ** : **** ******************** *** ** x****• x********* *********************u * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) TRUSS COMPANY, INC Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 330 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 www. decotruss. com WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer TP1's "HIB -91 Summary Sheet ", which is attached, to the engineering packa BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all Io utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and .................. Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusses to walls, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TPI -95 & WTCA -95 for further information) 2011 TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB-91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not all trusses are symmetrical in loading and/or design. Proper Placement and/or direction are always required. Check all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or alter trusses in anyway. Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses: "The act of cutting or attaching any item that the truss was not originally designed for" Trusses cannot be altered from the attached engineering designs, with out proper re- designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not on structural designs but also have experience designing trusses. Should any alterations be made design or manufactured item, the engineer, contractor and homeowner waive all warrant' liabilities by Deco Truss Company, Inc., its officers and engineer. All future • - 'ons - • a structure and wanenties will be held by the persons whom redesigned sa ALWAYS REFER TO THE ATTACHED HIB -9 DECO TRUSS COMPANY, INC. 13980 SW 252 STREET PRINCETON FL 33032 Project: ED A. LANDERS, P.E. Model: Block No: Lot No: P.E. #038398 PH.:305- 823 -3938 Contact Site Office Name: Phone: Fax: To: COMMERCIAL BUILDING B.B.F. CONSTRUCTION, INC Deliver To: 9501 -9545 NE 2 AVE MIAMI SHORES Deliver To Address3 Tentative Delivery Date: Truss List Job Page: Date: Project Account No: Designer: Salesperson Quote 1 of 1 9/20/2011 7464 mtm Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Cond. Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: SS psf Roof Total Load Gravity: Wind: Iq b mph from ASCE 7 -05 code. Pages or sheets covered by this seal: 0001 thru 0005 Total: 5 drawings. With my seal affixed to this sheet, Delegated Engineer and this index sheet conforms to 61G15-31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Delegated Engineer's Name: Mahmoud Zolfaghari, P.E. License* 36921. Address: 13901 S.W.108 Ave., Miami, FI. 33176. ions): Building Code: Florida Building psf Floor Total Load. I hereby certify that I am the Truss Date Truss 0001 09-20 -2011 M1 0005 09-20 -2011 CJ4 Date Truss Date Truss 0002 09-20 -2011 M2 0003 09-20 -2011 M3 Date Truss 0004 09-20 -2011 M4 Mah> nound Zolfaghari, P Consulting Engineers 13901 S.W. 108 AV... A Miami, Florida 33176 I Phone 305.233 -2428 FAX a, FRlorri�iyyd��a Frofo aioncal Eu t ii 1. No, 34921 [b I Truss I Truss Type -, 7464 M1 MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. 'Qty ' PIy COMMERCIAL BUILDING (JG2) 150 1 1 i I Job Reference (optional) 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:14 2011 Page I D:tuQ M4wgI5T3ddbSfVeZ7H6zAOJ4- LZwd? GJtvz6Lv _Be9geFC_hLFgGwoTwOU342kybod 4-4-0 4f5r8 4.4-0 1:11-8 3x4 11 2 4-4-0 1x4 11 4-4-0 I0) Scale = 1:25.8 Plate Offsets (X,Y): [2:0- 2- 0,0 -1-4] LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) I/defl Ud TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.00 1 n/r 180 TCDL 15.0 Lumber Increase 1.33 BC 0.15 Vert(TL) -0.04 1 -3 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a Na BCDL 10.0 Code FBC2007JTPI2002 (Matrix) PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 43/0 -2 -8, 2= 430/0 -1 -8 Max Horz 3= 597(LC 2), 2= 293(LC 1) Max UpIift2=- 572(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 449/474 BOT CHORD 1-3=-293/597 WEBS 2 -3 =0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =21ft; Cat. II; Exp C; partially; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full beating surface with truss chord at joint(s) 2. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Mahrriound. zoilaghan, .. Consulting Engineers 13901 S.W. 1 0 8 A Miami, Florida 33176 Phone 305 - 253 -2428 Pax .)05-23-1.24b Florida Flor daProfessio n& &dner nLicense No. 36921 ypp64py ' V6 �2k4A s gV 636 • Job 7464 {Truss rTruss Type Qty ■ Ply COMMERCIAL BUILDING (JG2) M2 ; MONO TRUSS 120 1 1 I Job Reference (optional) 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:14 2011 Page I D: tuQM4wg15T3ddbSfVeZ7H6zAOJ4- LZwd7GJtvz6Lv _Be9geFC_hLFgGwoiTwOU342kybod DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. 4-4-1 4-5-9 4-41 0-1-8 3x4 II 2 4-4-1 4-4-1 1x4 I I m m Scale = 1:25.8 Plate Offsets (X,Y): (2:0- 2- 0,0 -1-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.86 BC 0.15 WB 0.00 (Matrix) DEFL in (loc) l/defl Lid Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.04 1 -3 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 43/0 -2 -8, 2= 430/0 -1 -8 Max Horz 3= 598(LC 2), 2= 294(LC 1) Max Uplift2=- 572(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 450/475 BOT CHORD 1 -3 =- 294/598 WEBS 2 -3 =0 /0 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. Rigid ceiling directly applied or 6 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =21ft; Cat. II; Exp C; partially; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2•. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Mairnand Zolfagfinarj, Consulting Engines 13901 S.W. 108 iiVo Miami, Florida 33176 Phone 305.253 =2428 Fax , 05 =233 -24b Flori& ltalion41 Inginrolno Nome i'T(i g6921 Se fit P t:-- t trit* !s1 6. Job Truss Truss Type lO tY i PIY TCOMMERCIAL BUILDING (JG2) '!7464 M3 MONO TRUSS 14 i 1 ! Job Reference (optional) II 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:15 2011 Page DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. 1 I D:tuQM4wq 15T3ddbSfVeZ7H6zA0J4- pmU7DcKVgHECWBmcgN9U10EZaEcgX9j3d8pdbAybod2 3-4-0 1 5.g 3-4-0 0-1-8 3x4 ! i 2 1 3-4-0 Scale = 1:21.5 Plate Offsets (X,Y): [2:0- 2- 0,0 -1-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.63 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.01 1 -3 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 1 WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 33/0 -2 -8, 2= 330/0 -1-8 Max Horz 3= 458(LC 2), 2= 222(LC 1) Max Uplift2=- 439(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 341/362 BOT CHORD 1- 3=- 999/458 WEBS 2 -3 =0 /0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =21ft; Cat. II; Exp C; partially; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Ma. raa and Zoifaghari, Consulting Engineer 13901 S.W. 108 Jo . Miami, Florida 33176 Phone 305 -253 -2428 Fax ,05 &233 .424 Florid Professional En ineerin License No: 3692; sp06 ie?to f +va bx l st. Job jTruss Truss Type 7464 M4 MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. Qty !Ply (COMMERCIAL BUILDING (JG2) 142 1 11 I 1 i Job Reference (optional) 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:15 2011 Page 1 I D: tuQM4wg15T3ddbSfVeZ7H6z40J4- pmU? DcKVgHECWBmgjN9UICEVsEcWX9j3d8pdbAybod� 3-10 -0 3-i1-8 3-10 -0 0-1-8 3x4 11 2 3-10 -0 3-10 -0 3 1x4 11 1� 0 t0 Scale = 1:24.4 Plate Offsets (X,Y): [2:0- 2- 0,0 -1-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.87 BC 0.12 NIB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.02 1 -3 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 38/0 -2 -8, 2= 380/0 -1 -8 Max Horz 3= 525(LC 2), 2= 248(LC 1) Max Uplift2=- 505(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-387/412 BOT CHORD 1-3=-248/525 WEBS 2 -3 =0/0 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =21ft; Cat. II; Exp C; partially; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard /vial:aiourld Zo1frghari, Consulting Engines 13901 S.W. 108 ,, Miami, Florida 33176 Phone 305=253 =2428 Fax 305433-420 Florida Professional Enelncerin _Lime Nn, ;6921 ,zrxi pettipootm MN 636 Job Truss I Truss Type 7464 CJ4 1 MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. Qty ;Ply ;COMMERCIAL BUILDING (JG2) 2 1 1 I Job Reference (optional) 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:13 2011 Page ID: tuQM4wg15T3ddbSfVeZ7H8zAOJ4- sNNFoxJFBg _UHgcSby70gn8ATRwc3FDmAgi<W WHybod 4-1 -3 4 -2 -13 4-1 -3 0-1 -10 3x4 H 2 1 4-1 -3 4-1 -3 1x4 11 1 M Scale: 1/2 " =1' Plate Offsets (X,Y): [1:0- 1- 5,Edge], [2:0- 2- 0,0 -1-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.86 BC 0.15 WB 0.00 (Matrix) DEFL in (loc) I/defi Lid Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.03 1 -3 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 19 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 79/0 -2-8, 2= 448/0 -1-8 Max Horz 3= 573(LC 2), 2= 290(LC 1) Max Uplift3= -24(LC 2), 2=- 589(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 438/458 BOT CHORD 1- 3=- 290/573 WEBS 2 -3 =0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1 -3 oc puffins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =21ft; Cat. II; Exp C; partially; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 Ib uplift at joint 3 and 589 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 44 Ib up at 3 -11 -7 on top chord, and 38 Ib down and 44 Ib up at 3-11 -7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 1 -3 = -20 Concentrated Loads (Ib) Vert: 3= -38(F) 2= -38(F) Mahmound Zoltagbbanr P. Consulting Engineers 13901 S.W. 108 Asa Miami, Florida 33176 Phone 305 - 253 -2428 Fax .305 =233 —t2.0 Florida Professional ofessional En g License No. 3692; Job Truss ':7464 J4 Truss Type MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032, Mario Espineira Jr. LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND Qty Ply COMMERCIAL BUILDING (JG2) 4 1. Job Reference (optional) 7.250 s Jan 28 2011 MiTek Industries, Inc. Tue Sep 20 08:53:14 2011 Page 1 I D: tuQM4wg15T3ddbSfVeZ7H6zAOJ4- LZwd? GJtvz6Lv _Be9geFC_hLygHGoiTwOU342kybod3 3-9 -2 3-9-2 2 CSI TC 0.88 BC 0.12 WB 0.00 (Matrix) REACTIONS (Ib /size) 2= 381/0 -1 -8, 3= 38/0 -1 -8 Max Horz 2= 249(LC 1), 3= 527(LC 2) Max Uplift2=- 507(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 388/414 BOT CHORD 1 -3 =- 249/527 3-9-2 3-9-2 Scale = 1:23.5 DEFL in (loc) I/defl Ud Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.02 1 -3 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 13 Ib FT = 0% BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins. Rigid ceiling directly applied or 6-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with 1 Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf; h =21ft; Cat. II; Exp C; partially; C -C Comer(3); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) 'Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahmound Zollagnari, P E, Consulting Engine 13901 S.W. 108 Miami, Florida 33176 Phone 305 - 253 -2428 Pax .1O5 =233 m Florida Professional Ent ineerinj� Limo No, 3692). flcil �st.;A rAutt1's♦i a�,V 636 STA \DARD LAT ERAL WEB BRACI\G TRUSSES @ 24" 0.C. TYP. END OF BRACING MEM. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X- BRACED AS NOTED ON THIS DETAIL. NOTE: 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 Ibs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 #3 OR BETTER. PROVIDE X- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACI\G DETAIL ALT. LATERAL BRACING DETAIL 11 / BRACE WITH O.C. TYP. 10 NAILS @ 6" \tal l NOTE:. BRACE MUST BE 80% THE W LEHGTH EB SECTION THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. TRUSSES @ 24" 0.C. TYP. 10d @ 6" 0.C. TYP. T -BRACE SAME SIZE AND GRADE AS WEB. WEB (2x6 MAX.) DETAIL MINIMUM GRADE OF LUMBER T.0 SEE STRUCTURAL SHEET. B.0 SEE STRUCTURAL SHEET. WEBSSEE STRUCTURAL SHEET. TPI -92 Crit. Revised: 7/7/94 LOADING (PLF) L. D. T.C. 30 15 B.C. 0 10 SPACING: 24 INCH O /C. STR. INCR.: 33% DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS: YES I 1 rn it 1 11 1 MITek Industries Inc. Mahmound Zola, P ° Consulting Engineers 13901 S.W. 108 Miami, Florida 33176 7.V JI Phone 305- 253 -2428 Fax 0 - 235424 Florida Professional Engineering License No. 3 Special oInsecctorLi ende5Nos636 8 692 ca E C o TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) - 16D NAILS AND USE USP RT7 (1JR) HURRICANE CLIP AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO 7' -0 ", USE USP CLPBF BUTTERFLY HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) - 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP AT TOP 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) - 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP AT TOP NOTE: Refer to attached Miami -Dade County Product and/or Florida Approvals for nailing and proper use of hangers. Hanger / Strap I.D. Number State of Florida or Miami -Dade County Approval Number HJC26 & HJC28 Miami -Dade Approval Number 11- 0510.01 SKH26 UR Miami -Dade Approval Number 11- 0510.01 RT7 — Hurricane Clips Miami -Dade Approval Number 11- 0510.01 CLPBF — Butterfly Hanger Miami -Dade Approval Number 08- 0206.07 1 HJC HIP /JACK ALLOWABLE LOADS , STOCK NUMBER STEEL GAGE DIMENSIONS (Inches) FASTENER SCHEDULE `'b SP ALLOWABLE LOADS pbs) as W H D Carrying Truss Carried Trusses Jack Hip Type Download2 Uplift 2 C1.6 Qty Type Qty Qty Co =1.0 Ca =1.15 C0=1.25 HJC26 12 12 6 6 634 7'(8 3'/4 3'/4 16 20 16d Common 16d Common 7 8 5 6 10d Common 104 Common 2090 3220 2090 3705 2090 3985 2005 2010 HJC28 — FOR SI: 1 Inch = 25.4 mm, l lbf = 445 N, 1 pst = 6. 'A 10d Common Nail is a nail with a diameter of 0.148" and length of 3 ". A 16d Common Nail is a nail with a diameter of 0.162' and a length of 3' /2'. 2toads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase Is permitted 3The lumber species is Southern Pine °The published load is for the total of the hip at 45 degrees and Jack at 90 degrees combined. 5The minimum header thicimess shall be 2 inches for the 16d Gammon nails. JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS STOCK NUMBER STEEL GAGE w DIMENSIONS (itches) H D FASTENER SCHEDULE'2 SP ALLOWABLE LOADS (lbs.) 4 A Header Joist Download 3 wC Uplift 3.8 Qty TYPe Qty Type Co =1.0 CD =1.15 Co =1.25 Co =1.6 JUS24 JUS26 JUS28 JUS210 18 18 18 18 9 1 /ts et„ /„ 9 1 /16 is /15 3'18 1 4 3 ! t s 65 /$ 73/4 13/4 13/4 1s /4 13/4 4 4 6 8 10d Common 10d Common 10d Common 10d Common 2 4 4 4 10d Common 10d Common 10d Common lCd Common 710 925 1170 1420 615 1065 1350 1635 890 1080 1485 1700 NIA 1040 1160 1115 For SI: 1 inch = 25.4 mm, 1 tbf =4.45 N.1 psi = 6.89 kPa 'A 10d Common rods is 3 inches long and 0.148 inches in diameter =The 10d Common Nails nails driven into the ioist shalt be installed at 30 to 45 degrees horizontally toward the header. 3Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction Toads. No further increase is permitted. 60% for wind or seismic loading. No further increase is permitted the lumber species is Southern Pine 'Uplift toads for connectors fisted as N/A had an uplift capacity Less than the required 700 pounds. SLANT NAIL DETAIL NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 TYPICAL JUS INSTALLATION TYPICAL HJC INSTALLATION PRODUCT itaaEwED as dying w1thd r audio Building Cede a.l Acceidancepor A Expixdu ,,•• '- a1�'!r+'% r AP Product Ca t' . -•-_ ^ . - %' • : •• X.4 .. ti„i '/ '� /�f - UNITED STEEL PRODUCTS COMPANY 14305 SOUTHCROSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800-328-5934 NAME: FACE MOUNT HANGERS HJC JUS DATE: 3/28/2011 STEVEN A. BREKKE PROFESSIONAL ENGINEER LICENSE NO. 70432 SHEET: 1 OF 2 DRAWING NO.: MD- HJC -JUS SKH SKEWED HANGER ALLOWABLE LOADS For SI: 1 Inch = 25.4 mm,1 psi = 6.89 IIVa,1 • Ibf = 4. 'A 1Odx1 -1J2" Common nails is 11/2 inches long and 0.148 inches in diameter The 16d Common nail is 0.162 inches in diameter by 31/2 inches long. 5Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further Increase is permitted. 3T1-te lumber species is Southern Pine JL JOIST HANGER ALLOWABLE LOADS SKH SKH26R INSTALLATION TOP VIEW 3 STOCK NUMBER STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE' SP ALLOWABLE LOADS Obs)3 Uplift2 w H 0 Header Joist Download2 Face Type OtY Type CD= 1.0 Co =1.15 CO. 1.25 CD= 1.8 CD= 1.25 16 19/,3 5114 17/8 6 16d Common 6 106x1 -1/2 895 1030 1120 870 S14•126LIR 700 JL26 For SI: 1 Inch = 25.4 mm,1 psi = 6.89 IIVa,1 • Ibf = 4. 'A 1Odx1 -1J2" Common nails is 11/2 inches long and 0.148 inches in diameter The 16d Common nail is 0.162 inches in diameter by 31/2 inches long. 5Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further Increase is permitted. 3T1-te lumber species is Southern Pine JL JOIST HANGER ALLOWABLE LOADS SKH SKH26R INSTALLATION TOP VIEW 3 STOCK NUMBER STEEL GAGE DIMENSIONS (Inches) FASTENER SCHEDULE' ALLOWABLE LOADS (lbs STEVEN A. BREKKE PROFESSIONAL ENGINEER LICENSE NO. 70432 Header Joist Download 2 Uplift 44 W H D Qty TYPe Type CD= 1.0 Cp =1.15 CD= 1.25 C0=1.6 N/A 1`'7,8 3 11/2 4 10d Common 2 10dx11 /2 490 585 615 700 JL26 20 1at18 4374 11/2 6 10dCommon 4 1 106x1 ti 740 850 925 940 .11.26 20 19t 63/s 11/, 10 10d Common 6 106x11 /2 1230 1415 1515 1170 JL28 20 20 .,8 19/16 8'/4 11/2 14 106 Common 8 106x1112 1720 1980 2070 .11210 For SI: 1 Inch = 25.4 mm, 1 IbF= 4.45 w, 1 P81 ° o.00 'A 10d Common nail is 3 inches tong and 0.148 inches in diameter A 10dx11 /2 nail Is 11/2 inches long and 0.148 inches In diameter 2Loads have been increased as shown in accordance with code. 15% and 25% for sr,ow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase is permitted. 3The lumber species is Southern Pine "Uplift toads for connectors fisted as N/A had an uplift capacity less than the reoulred 700 pounds. TYPICALJL INSTALLATION JL NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 SKH26R INSTALLATION DRIVE NAILS AT ANGLE PRODUCT RENEWED As( % whit tot %std qa Code AgeNsuree lb- i5 aA1 ff ``` I ' ~ • _ -4 _. _- c3Z�b� : -'- .. • — UNITED STEEL PRODUCTS COMPANY 14305SOUTHCI OSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800-328-5934 NAME: FACE MOUNT HANGERS SKH JL DATE: 3/28/2011 STEVEN A. BREKKE PROFESSIONAL ENGINEER LICENSE NO. 70432 SHEET: 2 OF 2 DRAWING NO.: MD- SKH -JL , L, RT3 RT7 RT RAFTER TIE SERIES GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 607. FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (5= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) NUMBER OF FASTENERS SHALL BE EQUALLY DIVIDED BETWEEN RAFTER & STUD. 6) NAIL PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD, BETWEEN RAFTER & STUD. NOA No: 07-0306.10 Expiration Date: May 02, 2012 Approval Date: June 07, 2007 PRODUCT CODE FASTENERS SCHEDULE ALLOWABLE LOADS RAFTER/ TRUSS PLATE STUD DF -L / SYP LI L2 UPLIFT 8d x 1 -1/2 160% 160% 160% 160% RT3 (4) 8d (4) 8d -- -- 180 140 365 365 RT7 (5) 8d (5) 8d -- -- 175 125 505 505 \OYES 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE COMBINED. PRODUCT RENEWED COMPiYirtg with tk0 i , Raiding Cede Ae ;:enze No / Al., /A Maz .:. ' e Prcn➢oet Control Divisl u UNITED STEEL PRODUCTS COMPANY 14305 Southcross Drive, Suit 200. Bumsville, MN 55306 - PH (952) 898 -8651 NAME; RT3 & RT7 (RAFTER TIE) DATE; 02 -10-07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET 1 OF 3 DRAWING NO: 02 -07 MDADE 1 BUTTERFLY HANGER (CLPBF) PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS ALLOWABLE LOADS W H HEADER JOIST DOWNWARD *UPLIFT* Sd 10d 8d 10d CLPBF 18 1 9/16 3 12 3 1170 1170 367 367 12 6 1170 1170 367 367 x CANNOT NOA No. 08- 0206.07 Expiration Date: February 15, 2012 Approval Date: April 3, 2008 GENERAL NOTES 1) THE APPROVED GRADE 33 (MIN.PYIELDC AA 33 KSD AND MINIMUM STEEL GAVANIZEDRC ATING TO OFTG606PERSTRUCTURAL DUALITY A924. 2) 3) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED ALL INSTALLITATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE F.B.0 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 EDITION, FOR SOUTHERN PINE (SG =0.55 OR BETTER) AND TEST PERFORMANCE IN ACCORDANCE WITH ASTM D -1761. 5) ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 60% AND NO OTHER INCREASE IS ALLOWED. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' CLPBF (BUTTERFLY HANGER) DATE' 01/31/08 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' OF 1 MDADE GENERAL NOTES 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, Restraining, & Bracing of 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*** for more information. All other permanent bracing design is the responsibility of the building designer. NOTAS GENERALES Los trusses no estan marcados de ningun modo que identifique la frecuencia o localization de restriction lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Vea el folleto BCS% - Guia de Buena Practice pars el Manejo. Instalacion, Restriction y Arriostre de /os Trusses de Madera Conectados con Places de Metal * ** para information mas detallada. Los dibujos de diseno de los trusses pueden especificar las localizations de restriction lateral permanente o refuerzo en los miembros individuates del truss. Vea /a hoja resumen BCSI -B3 * ** para mas information. El resto de los disenos de arriostres permanentes son la responsabilidad del disenador del edificio. ® WARNINGS The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. IADVERTENCIA? El resultedo de un manejo, levantamiento, instalacion, restriction y arrisotre incorrecto puede ser la caida de la estructura o aon peor, heridos o muertos. A=MN Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. 80!10 u EE0 Chapas de metal tienen bordes afilados. Lleve guantes y lentes protectores cuando corte las ataduras. HANDLING - MANEIO Avoid lateral bending. Evite la flexion lateral. The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contratista tiene /a responsabilidad de recibir; descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en /a tierra liso para prevenir el dan "o. ® czON3030f/ Use special care in windy weather or near power lines and airports. Spreader bar for truss NA B(333 i 30 Utilice cuidado especial en dies ventosos o cerca de cables electricos o de aeropuertos. ® Use proper rig- ging and hoisting equipment. Use equipo apropiado pars levantar e improviser. • Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses Q} are to be stored horizontally for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on- center (o.c.). Los trusses pueden ser descargados directamente en el suelo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. Si los trusses estaran guardados horizontalmente para mas de una semana, ponga bloqueando de altura suficiente detras de la pila de los trusses a 8 hasta 10 pies en centro (o.c.). ® For trusses stored for more than one week, cover bundles to protect from the environment. Para trusses guardados por mas de una semana, () DO NOT store on cubra /os paquetes para proteger/os del ambiente. Refer to BCSI * ** for more detailed information pertaining to handling and jobsite storage of trusses. DO NOT store unbraced bundles upright. NO almacene verticalmente los trusses sueltos. Vea el folleto BCSI * ** para information mas detal- lada sobre el manejo y almacenado de los trusses en area de trabajo. uneven ground. NO almacene en tierra desigual. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES Q DON'T overload the crane. NO sobrecargue la gnia. NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses of 30' (9.1 m) or less. Use at least two lift points for bundles with trusses up to 60' (18.3 m). Use at least 3 lift points for bundles with trusses greater than 60' (18.3 m). Puede usar un solo lugar de levantar para pa- quetes de trusses de la cuerda superior hasta 45' y trusses de cuerdas paralelas de 30' o menos. Puede usar dos puntos de levantar para paquetes mas de 60 pies. Use por to menos tres puntos de levantar para paquetes mas de 60 pies. ® WARNING Do not over load supporting structure with truss bundle. ;a/DVERTEN(41 No sobrecargue la estructura apoyada con el paquete de trusses. Q Place truss bundles in stable position. Puse paquetes de trusses en una position estab/e. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de graa hasta que la restriction lateral temporal de la cuerda superior este instalado y el truss este asegurado en los soportes. Using a single pick -point at the peak can damage the truss. El use de un solo lugar en el pico para levantar puede hacer danio al truss. reader. liar "' Win., Tagline t Spreader bar 1/2 to F 2/3 truss length -� TRUSSES t1 5TA 60 PIES) be -in Tagline 60° or less Approx. l/2 y truss length TRUSSES UP TO 30' (9.J. TRUSSES 65546 30 PIES Locate Spreader bar above or stiffback mid - height Tagline Attach mad. . �- Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO ANO.'5ER 60' (05,3 n,) -4 TRUSSES HASTA Y 5008E 60 PIET-*". INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO Q Trusses 20' (6.1 m) or less, support near peak. Soporte cerca al pico los trusses de 20 pies o menos. F Trusses up to 20' (6.1 m) Trusses hasta 20 pies ® Trusses 30' (9.1 m) or less, support at quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. F Trusses up to 30' 3. (9.1 m) Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL NOTICE Refer to BCSI -B2 * ** for more information. Vea el resumen BCSI -B2 * ** para mas infor- mation. ® Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque /os arriostres de tierra para e/ primer truss directamente en linea con cada una de las filas de restriction lateral temporal de /a cuerda superior (vea la table en /a proxima column). ® DO NOT walk on unbraced trusses. NO camine en trusses sueltos. Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min. Brace first truss -4- securely before erection of additional trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 0 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). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instate los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los p/anos de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instate la restriction lateral temporal y arriostre diagonal para /a cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses ester) instalados. Refer to BCSI -B2 * ** for more information. Vea el resu)men BCSI -B2 * ** para mas information. RESTRAINT /BRACING 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 (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea la parte superior de la column para la restriction y arriostre temporal de PCT5. 1) TOP CHORD - CUERDA SUPERIOR B Up to 30' (9.1 m) 30' (9.1 m) - 45' (13.7 m) 45' (13.7 m) - 60' (18.3 m) 60' (18.3 m) - 80' (24.4 m)* v n 10' (3 m) o.c. max. 8' (2.4 m) o.c. max. 6' (1.8 m) o.c. max. 4' (1.2 m) o.c. max. *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). *Consulte a un Professional Registrado de Disefio para trusses mas de 60 pies. ® See BCSI -B2 * ** for TCTLR options. Vea el BCSI -82555 para las options de TCTLR. Refer to BCSI -B3 * ** for Gable End Frame re- straint /bracing/ reinforcement information. Para information sobre restric cion /arriostre /refuerzo para Armazones Hastiales vea el resumen BCSI -B3 * ** RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10' 3 m or Diagonal bracing 15'(4.6 m)* NOTICE Refer to BCSI -B7 * ** for more information. Vea el resumen BCSI -B7 * ** para mas information. Repeat diagonal bracing every 15 truss spaces 30' (9.1 m) Mir tr Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' and 15' (4.6 m) o.c. for 4x2 chords. INSTALLING - INSTALACION O Tolerances for Out -of- Plane. Tolerancias para Fuera -de- Plano. <- Length - -- Max. Bow Max. Bow <- Length -► Max. w Length Tolerances for Out -of- Plumb. Tolerancias para Fuera -de- Plomada. D /50 max CONSTRUCTION LOADING CARGA DE CONSTRUCCION 0 Plumb line O DO NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO proceda con /a construction haste que todas las restric clones laterales y los arriostres esten colocados en forma apropiada y segura. Qi DO NOT exceed maximum stack heights. Refer to BCSI -B4 * ** for more information. D /50 n' D (ft.) MEE MINE NO exceda las alturas maximas de monton. Vea el resumen BCSI -B4 * ** para mas information. (3 m) o.c. max. tor 3x2 chords Max. Bow 01 Truss Length MIME MERIN EEO IMMO rI 20.8' 22.9' 25.0' 533.3' 10.1 m 4. Material Height Gypsum Board 12" (305 mm) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8 "(203 mm) Clay Tie 3-4 tiles high ® Repeat diagonal braces for each set of 4 trusses. Repita los arri- sotres diagonales para cada grupo de 4 trusses. Note: Ground bracing not shown for darity. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Web members Diagonal bracing 10' (3 m) - 15' (4.6 m) max. Same spacin as bottom chord lateral restraint 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords Bottom chords Diagonal braces every 10 truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. 10' (3 m) - 15'(4.6m) max. Diagonal braces every 10 truss spaces 20' (6,1 m) max. Note: Some chord and web members not shown for clarity. PIZAC7-ICA PA1ZA EL MANE70, INSTALA DO NOT overload small groups or single trusses. NO sobrecargue pequenos grupos o trusses individuates. O NEVER stack materials near a peak or at mid -span. NUNCA amontone los materia/es cerca de un pico. O Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. O Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES NOTICE Refer to BCSI- B5. * ** Vea el resumen BCSI - 85.505 • DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO torte, altere o perfore ningun miembro estructural de un truss, a menos que este especificamente permitido en e/ dibujo del disen "o del truss. NOTICE Tr SS bracing not shown for clarity. MEM Vii= MEM- REM Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido a/terados sin /a autorizacion previa del Fabricante de Trusses, pueden hacer nulo y sin efecto /a garantia limitada del Fabri- cante de Trusses. "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non - printing PDF of this document, visit www sbcindustry com /bl. 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. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as 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, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. ASSOCIATION wmormmomm 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 703/683 -1010 • www.tpinst.org i I ° ® ARRIOSTRE _ DE BIWARNII 17 1006 TRU,SSE Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: //---7‘7 /6 / DATE: ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) 5L' , i 71a4...i 1_. 'C.14(4 Address: IJb/ From the building department on this date in order to have corrections done to plans And /or get County stamps. 1 understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 17-E- PERMIT CLERK INITIAL RESUBMITTED DATE: 6-16l1/ PERMIT CLERK INITIAL: Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)756 -8972 Folio Number:1132060133920 Owner's Name: Job Address: 9501 2 Avenue Miami Shores, FL 33138- Owner's Phone: ()_ Total Square Feet: 0 Total Job Valuation: $ 275,000.00 Contractor(s) BBF CONSTRUCTION INC Phone Primary Contractor (305)234 -4514 Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/17/2011: Yes Comments: APPROVED BY BOARD 7/Z2/11 0e5 51-e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 200. MAY 201 0Y: Permit NoM I)1(oI Master Permit No. Permit Type U1LDING), ROOFING OWNER: Name (Fee Simple Titleholder): DAN L L C Address: C11-10 N . E.. A Q■/ 41 City: M\o' (1\res State: Tenant/Lessee Name: Email: Phone#: .306 -15(o - 37 p 3313%5 Phone#: JOB ADDRESS: q5 0 1- or) 1-1 6 N • E. 3t ave. City: Miami Shores County: Miami Dade Zip: 313?5 1 32a(- GI 3.3Gu0 113'2 -ab 0 (3 3°, c0, 1 ( 31-6141 013 3Nga II 3 6►3 S9-20 Folio/Parcel #: Is the Building Historically Designated: Yes NO X CONTRACTOR: Company Name: Address: �.L • CT. tt �:•• ion 316 City: M,CIm\ Qualifier Name: btu V \b\ State Certification or Registration #: Ll I�Q(Q o-i c6 i Contact Phone#:,- 3V -pa'$ Email Address: DESIGNER: Architect/Engineer: Flood Zone: State: FL Phone#: -p6u -(45H Zip: 33110 Phone#: ," s M ('- t /sill �1 Certificate of Competency #: Phone#: 5051511 -0316 gooLIC ❑Repair/Replace ❑Demolition Value of Work for this Permit: $ ��} Square/Linear Footage of Work Type of Work: ❑AdditioniAiteration New Description of Work: Pe( VMPk�2.�` N(71 A,\\ (� \2�vc cr • • ■• "A\ • Submittal Fee $ Permit Fee $ () G,/S U ov Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 6 CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ gq.2.,sTh '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 .' occurs seven (7) days after the building permit is issued In the absence of such po otice, the inspection w . t be approved a einspection fee will be charged / Sign., � /L_ Signature Owner or Thelore: a instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this 1lkb day of , 20 ILL, by ` tuti 'e�Ar— C A�+tSQ , day of , 20X , by Z0.011 VIN.° r w o is personally known to me who has produced who is personally known to me or who has produced As identification and who did take an oath. identification and who did take an oath. CT N4RY PLBLIC•STATL n OArn 4 Yaniv Offir Commission #DD7956P0 / Expires: AUG. 22, 2012 IRII ATLANTIC BONDING CO., INT. Slgn: , / Sign: Print: u 4M, V Print: My Commission Expires: My Commission Contractor NOTARY PUBLIC: NOTARY PUBLIC: ***************************************** * ** * ** ** ** * * * **** * * * ***** * ** ** :;;. -,:� +x �a **** APPROVED BY MA- (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk BUII. ING PERMIT APPLICATION Fsc zo Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 permit „oCci I ■ Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 4\IC6 , �,.� . Phone#: -1 S(O -311 1 Address: "` \ • City: Kt ekYYM & WY-Pb State: sq.. zip: 333`3. Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores County: Folio/Parcel#: `� • 3 a0(.0 - 0\3• :2,800 Is the Building Historically Designated: Yes CONTRACTOR Company Name: Address: Mani Dade 7ip: 33134s NO Flood Zone: Phone#: 6 a3U - y5) y City: 1 ICitm\ 2 ,�v- State: L, Qualifier Name: VufNl \G, \e State Certification or Registration #: -7 `_ W ®, Contact Phone#:rjCp'3n --"Qc695I5 .-59 Email Address: ddress: DESIGNER: Architect/Engin \aeP'0t2 edY\ Zip : 33-7o Phone#: _5 -, j -$[ O Certificate of Competency #: Phone#: 305 -1 '- -a m 1 Value of Work for this Permit $ c . " 00 Square/linear Footage of Work: Type of Work: °Addition %Alteration °New ORepair /Replace Description of Work: FA/' l C1 ® i✓ "t) 14 fYc� (sl t7 L S °Demolition A LJLL cP . .0 Boh lipg 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 RICAL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of conunencement must be posted at the job site for the first inspection which occurs seven (7) days after the building -permit is issued. In the absence of such posted notice, the inspection will not approved and areinspection fee will be charged O' i . ' or Agent The foregoing instrument was acknowledged before me this 2 7 day of 20 1.1_, 9'l by t I`ve.SA- Ci Ce 0 l -C who is personally known to me,or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: / t- Print 61i./ C 't' NOTkrt Wale =SUM tlt' 1'LO RDA Yaniv Offir Commission #DD795680 Expires: AUG. 22, 2012 BONDED P. A My Commission Expires: ***, **** d,**** Fki*#b$ APPROVED BY Signature ak, Contractor The foregoing instrument was acknowledged before me thisith ' � day of �1Ul\\) , 2011, by PuebTrielher. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: FPlans Examiner Si Print: My Co 11 LIIIIIIt IA: / •A nrett Zoning ,4 P7-3 /I% % Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060133920 Owner's Name: Job Address: 9501 2 Avenue Miami Shores, FL 33138- Owner's Phone: (305)756 -3711 Total Square Feet: 900 Total Job Valuation: $ 275,000.00 Contractor(s) BBF CONSTRUCTION INC Phone Primary Contractor (305)234 -4514 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/17/2011: Yes Comments: APPROVED BY BOARD 8/24/11 NEW PLANS OK Miami Shores Viiiage Building Department RECEIPT PERMIT #: Ca 1 ICJ 1 DATE: )Contractor ❑ Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (1' Picked up 2 sets of plans and (other) Address: Q lk, From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depart ent to continue permittin • process. Acknowledged by: — • r�' PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 40 Permit No: 11 -981 Job Name: June 28, 2011 Miami Shores Vmage Building Department 10050 N.E2nd Avenue Mini Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Bul$ding Critique Sheet 1 rrrections for electrical must be completed. C. 6S M s r '7''' . `' rovide a survey of the pro identifying the limits of construction. 3) Indicate the type of constructio of the existing structure and the level of alteration per C Existing. -' J �€ ; l Te de product pr approvals t and signed approved by the designer of record. Provide separate penile for th roofing and canopies. (future) ' I. -ice S W ;1fVi 1 i L LL • 11-Provide signed and sealed plans reviewed and signed approved by the designer of record. (future) V, .1 S 0-,, r; i e L b a . __a % provide a roof framing plan in uding the uplift, gravity, connections,fascta details and L bracing- ¶ L`C, S ° y i i, - f 2) cL, z -rr e , /S ' $ C tr ft ,3 Indices on the pleas ata a of the exterior grade with respect to fthd finish floor to show compliance with the FBC FAC. s G v vw...a 5-4/4 4 9)y The corridor at the rear does show a door or an opening. Show the method of egress KW4 GP- ' from this corridor. & ' 2 ,. c 7 10) The north wail shows a columr>I but it is unlabeled. pg i,r 11) A note shown on 8-2 'Demo -> +' g raised floor????" seem to Molt the same comment 1-- ' from me. What does this note ference and what is bent g demolished? Remove note or (-. '.' ` "' "` v' show details. 5 �. (..-1- Y pp :a�_ �- �o.�._._ , r �� 12) i detail n the plans ' . not make serlsewth this projact(Detaiis 2!S-2, 4IS-2; �3'1S 3.a1hd several oth = do not match the plans. Column details do not match the sltedate, steel details do not match the notes, detail show new foundation but plans do not. Please review all notes and remove any that do not pertain to this job and correct k, those that do. I will be available to go over these if needed e oy-t ,, tom" S - y STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove the from the plans and replace with new revised sheets and include one set of voided sheets in th resubmtttal drawings. Norman Bruhn CBO 305 -795 -2204 3 w. +w rwor not Tyn,,nc lqn Permit No: 11 -961 Job Name: June 28, 2011 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Corrections for electrical must be completed. 2) Provide a survey of the property identifying the limits of construction. 3) Indicate the type of construction of the existing structure and the level of alteration per FBC Existing. 4) Provide product approvals reviewed and signed approved by the designer of record. 5) Provide separate permits for the roofing and canopies. (future) 6) Provide signed and sealed truss plans reviewed and signed approved by the designer of record. (future) 7) Provide a roof framing plan including the uplift, gravity, connections,fascia details and bracing. 8) Indicate on the plans the elevation of the exterior grade with respect to the finish floor to show compliance with the FBC FAC. 9) The corridor at the rear does not show a door or an opening. Show the method of egress from this corridor. 10) The north wall shows a column but it is unlabeled. 11) A note shown on S-2 "Demo existing raised floor ? ? ?7 seem to illicit the same comment from me. What does this note reference and what is being demolished? Remove note or show details. 12) Several details on the plans do not make sensewith this project. Details 2/S-2, 1/S -2, 5/S -2, 3/S -3 and several others do not match the plans. Column details do not match the schedule, steel details do not match the notes, detail show new foundation but plans do not. Please review all notes and remove any that do not pertain to this job and correct those that do. I will be available to go over these if needed STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Prepared by: Yamilet Estevez Thomas G. Sherman, P.A. 90 Almeria Avenue Coral Gables, F133134 File Number: TGS -10 -10 -012 General Warranty Deed 1 111111 1111111111 11111 11111 11111 11111 1111 1111 CFN 201180007782 OR Bk 27542 Pss 4900 - 4903; (4Pss RECORDED 01 /05/2011 11:50:03 DEED DOC TAX 97600.00 SURTAX 7,200.00 HARVEY RUVIN, CLERK OF COURT 11IAMI -DADE COUNTY? FLORIDA Made this 23rd day of December, 2010 A.D. By Bennett Electric Co, a Florida corporation, Nancy H. Bennett, individually and as Trustee of the Nancy H. Bennett Revocable Trust dated February 14, 1994, and Bonnie A. Bennett, individually and as Trustee of the Nancy H. Bennett Revocable Trust dated February 14, 1994, whose address is: 10007 NE 4th Avenue, Miami Shores, FL 33138, hereinafter called the grantor, to DVS, LLC, a Florida Limited Liability Company d/b /a Downtown Village Square, whose post office address is: 9400 NE 2nd Avenue, Miami Shores, FL 33138, hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and,in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby`grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Miami -Dade County, Florida, viz: LOTS 8, 9, 10, 11, 12, 13, 14, 15, 16 AND 17, BLOCK 29, OF AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Parcel ID Number: 11- 3206 - 013 -3900; 11- 3206 - 013 -3910; 11- 3206 - 013 -3890; 11- 3206 - 013 -3920 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2010. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: 1st Witness Signature 1st Witness Printed Name -2nd Witness Signatur 2nd Witness Printed Nam State of Florida Bennett Electric Co, a Florida corporation By: (Seal) George H. ennett, its President ncy H. v H. Benne eft, individually and as Trustee of the Nancy evocable Trust ed February 14, 1994 Bon ice. Bennett, individually and as Trustee of the Nancy H. Bennett Revocable Trust dated February 14, 1994 HUD-1 A. Settlement Statement U.S. Department of Housing and Urban Development OMB No. 2502 -0265 B. Type of Loan 01. FHA 0 4. V.A. Q 2. FmHA Q 5. Conv. Ins. 0 3. Conv. Unins. 6. File Number 10- 200094 ID: 7. Loan Number 8. Mortg. Ins. Case Num. C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked '(p.o.c.)" were paid outside the,closing; they are shown here for Informational purposes and are not included In the totals. D. NAME OF BORROWER: Address of Borrower. DVS, LLC, a Florida Limited liability Company 9400 NE 2nd Ave, Miami, Florida.33138 E. NAME OF SELLER: Bennett Electric Co., a Florida corporation and Nancy H. Bennett, individually and as Trustee of the Nancy H. Bennett Revocable Trust Dated the 14th Day of February, 1994 Address of Seller. 10007 NE 4th Avenue, Miami, Florida 33138 F. NAME OF LENDER: Bennett Electric Co Address of Lender. 10007 NE 4 Ave, Miami, Florida 33138 G. PROPERTY LOCATION: 9501 NE 2nd Ave, Miami, Florida 33138, 9537 NE 2nd Avenue, Miami, Florida 33138, 9501 NE 2n H. SETTLEMENT AGENT: Jericho Title Services Place of Settlement 1930 Harrison Street, Suite 208, Hollywood, Florida 33020 1. SETTLEMENT DATE: 12/23/10 DISBURSEMENT DATE: 12/23/10 TIN: TIN: 04-3629237 Phone: 954-929-0679 J. Summary of borrower's transaction 100. Gross amount due from borrower; " 101. Contract sales price 1,600,000.00 K. Summary of seller's transaction 400. Gross amount due to seller: 1 401. Contract sales price 1 1,600,000.00 102. Personal property 402. Personal property 103. Settlement charges to borrower (Line 1400) 95,590.52 403. 104. 404. 105. 405. Adjustments for items paid by seller in advance: Adjustments for items paid by seller in advance: 106. CIty/town taxes 406. City/town taxes 107. County taxes 407. County taxes 108. Assessments 408. Assessments 109. 409. 110. 410. 111. 411. 112. 412. 120. Gross amount due from borrower. 1,695,590.52 420. Gross amount due to seller. 1,600,000.00 200. Amounts paid or in behalf of borrower: 500. Reductions in amount due to seller. 201. Deposit or earnest money 50,000.00 501. Excess deposit (see Instructions) 202. Principal amount of new loans) 502. Settlement charges to seller (line 1400) 238,592.99 203. Existing loan(s) taken subject to 503. Existing loan(s) taken subject to 204. Principal amount of second mortgage 504. Payoff of first mortgage loan 205. 505. Payoff of second mortgage loan 206. 506. Deposits held by seller 207. Principal amt of mortgage held by seller 1,040,000.00 507. Principal amt of mortgage held by seller 1,040,000.00 208. 508. 209. 509. Adjustments for items unpaid by seller: Adjustments for items unpaid by seller: 210. City/town taxes 510. City/town taxes 211. County taxes from 01/01/10 to 12/23/10 77,673.40 511. County taxes from 01/01/10 to 12/23/10 77,673.40 212. Assessments 512. Assessments 213. Tenant Current Rent from 12/23/10. to 12/31/10 3,796.53 513. Tenant Current Rent from 12/23/10 to 12/31/10 3,796.53 214. Tenant Security Deposits 11,397.64 514. Tenant Security Deposits 11,397.64 215. Tenant Last Month Rent Transfer 8,543.64 515. Tenant Last Month Rent Transfer 8,543.64 216. 516. 217. 517. 218. 518. 219. 519. 220. Total paid by/for borrower. 1,191,411.21 520. Total reductions In amount due seller. 1,380,00420 300. Cash at settlement from /to borrower: 600. Cash at settlement to /from seller: 301. Gross `amount due from borrower (line 120) 1,695,590.52 601. Gross amount due to seller (line 420) 1,600,000.00 302. Less amount paid byffor the borrower (line 220) (1,191,411.21) 602. Less total reductions in amount due seller (line 520) (1,380,00420) 504,179.31 219,995.80 303. Cash ( iJ' From • To ) Borrower. 603. Cash ( iJ To MI From ) Seller. Substitute Form 1099 Seller Statement: The Information contained in blocks E, G, H, and I and on line 401 Is Important tax info cation and is being furnished to the IRS. If you are required to fife a return, a negligence penalty or other sanction wig be imposed on you if this item is required to be reported and the IRS determines that It has not been reported. Seller Instructions: if this real estate was your principal residence, Ole Form 2119, Sale or Exchange of Principal Residence, for any gain, with your tax return; for other transactions, complete the applicable parts of Fonn 4797, Fonn 8262 and/or Schedule D (Form 1040). • ?�aLlli�lFi /� HUD -1 U.S. Department of Housing and Urban Development Page 2 L. Settlement charges Borrower POCSeller POC paw from Borrower's Funds at Settlement paid from Seder's Funds at Settlement 700. Total Sales/Brokers Com. based on price $1,600,000.00 c % = 701. % to 702. % to 703. Commission paid at settlement 704. to 800. Items navable in connection with loan: Borrower POCSeller POC 801. Loan origination fee % to 802. Loan discount % to 803. Appraisal fee to 804. Credit report to 805. Lender's Inspection fee to 806. Mortgage insurance application fee to 807. Assumption Fee to 808. to 809. to 810. to 811. to _ 900. Items required by lender to be paid in advance: Borrower POCSeller POC 901. Interest from 12/23/10 to 01/01/11 (0186.8300 /day 1,771.47 902. Madge a insurance premium for months to 903. Hazard insurance premium for years to 904. Flood Insurance premium for years to 905. years to 1000. Reserves deposited with lender, Borrower POCSeller POC 1001. Hazard Insurance months (m per month 1002. Mortgage Insurance months (07 per month 1003. City property taxes months C t per month 1004. County property taxes months (oil per month 1005. Annual assessments months ar?, per month 1008. Flood insurance months (d! per month 1007. months a per month 1008. months it per month 1009. Aggregate accounting adjustment 1100. Title charges: Borrower POCSeller POC 1101. Settlement or closing fee to 1102. Abstractor title search to Talon Group 250.00 1103. Tide exeminatton to 1104. Title insurance binder to 1105. Document preparation to 1108. Notary fees to 1107. Attorneys Fees to (includes above item numbers: ) 1108. Title Insurance to First American Tide Insurance Company /Jericho Title 6,600.00 (Includes above Item numbers: ) 1109. Lender's coverage (Premium): $1,040,000.00 ($25.00) 1110. Owner's coverage (Premium): $1,600,000.00 ($6,575.00) 1111. Endorse: 8.1- 25;F9- 660.00 685.00 1112. Courier and Fedex to Jericho Title Services 150.00 1113. to 1200. Government recording and hansfer charges: 1201. Recording fees Deed $27.00 Mortgages) $300.50 Releases 139.00 188.50 1202. City /county tax/stamps Deed $7,200.00 Mortgage(s) $2,080.00 Z080.00 7,200.00 1203. State tax /stamps Deed $9,600.00 Mortgage(s) $3,640.00 3,640.00 9,600.00 1204. UCC Recording to Florida UCC 38.00 1205. to 1300. Additional settlement charges: Borrower POCSeller POC 1301. Survey to P3SM 500.00 1302. Pest Inspection to 5,000.00 1303. Attorneys Fees to Thomas G. Sherman PA 1304. Seder's Attorney Courier to Thomas G. Sherman PA 75.00 1305. Uen Letters to Lightning Uen Letters 1,090.00 1306. Prior Years Taxes 1121060133900 to Miami Dade County Revenue Collector ; 8,341.32 1307. Prior Years Taxes 1132060133910 to Miami Dade County Revenue Collector 34,420.14 1308. Prior Years Taxes 1132060133890 to Miami Dade County Revenue Collector 8,341.32 1309. Additional expenses (See Attached Addendum) 79,987.05 164,086.71 1400. Total settlement charges: ( Enter on dnes.103rSeetion -land 502, Section K) 95,590.52 238,592.99 UD-1 Settle l# nt Statement and to the best of my knowledge and belief, It is a nsactlon. I furtler certify that I have received a copy of the HUD -1 Settlement S d accurate statement of all receipts and disbursements made on The HUD -1 Settle „y�- ;;Yj,'; �� tement which I have prepared is a true and accurate account of this transaction. I ave caused, or win cause, the funds to be disbursed In accordance with this stateme As Its Au � ed Representative Date 1/lit It )1 WARNING: It Is a crime to knowingly make false statements to the United States on thla or any other similar form. Penalties upon conviction can Include a fine and Imprisonment For details see: Title 18 U.S. Code Section 1001 and Section 1010. DoubleTime® HUD -1 SETTLEMENT STATEMENT ADDENDUM FILE NUMBER: 10- 200094 NAME OF BORROWER: DVS, LLC, a Florida Limited liability Company Address of Borrower. 9400 NE 2nd Ave, Miami, Florida 33138 NAME OF SELLER: Bennett Electric Co., a Florida corporation and Nancy H. Bennett, Individually and as Trustee of the Nancy H. Bennett Revocable Trust Dated the 14th Day of February, 1994 Address of Seller. 10007 NE 4th Avenue, Miami, Florida 33138 NAME OF LENDER: Bennett Electric Co Address of Lender. 10007 NE 4 Ave, Miami, Florida 33138 PROPERTY LOCATION: 9501 NE 2nd Ave, Miami, Florida 33138, 9537 NE 2nd Avenue, Miami, Florida 33138, 9501 NE 2nd Aven SETTLEMENT AGENT: Jericho Title Services Place of Settlement: 1930 Harrison Street, Suite 208, Hollywood, Florida 33020 SETTLEMENT DATE: 12/23/10 DISBURSEMENT DATE: 12/23/10 Itemization of Additional HUD Line Items Description Prt Years Taxes 1132060133920 2010 Property Taxes Miami Shores Storm Water Fee in Escrow Code Enforcement Violation In Escrow Expired Open Permit in Escrow Solid Waste Fee In Escrow Certificate of Good Standing Fee Department of State Filing Fees a ee Miami Dada County Revenue Collector DVS, LLC Miami Shores Miami Shores MDWS Miami Shores Miami Shores Thomas G. Sherman PA Jericho Title Services Total HUD Line 1309 Expense: Borrower POC Seller POC Borrower eller 122400.11 79637.05 270.00 40480.00 0 175.00 752.85 0 8.75 350.00 0 0.00 0.00 79,987.05 164,086.71 This addendum is attached to a HUD -1 Settlement Statement executed by the aforementioned parties and is attached to said HUD Statement for the purpose of itemizing expenses reflected on line 1309 of pa 2 thereof. orrower s I s): Seller's In DoubleTime® Electronic Articles of Organization For Florida Limited Liability Company Article I The name of the Limited Liability Company is: DVS, LLC L10000129579 FILED 8:00 AM December 20, 2010 Sec. Of State nculligan Article II The street address of the principal office of the Limited Liability Company is: 9400 NE 2ND AVENUE MIAMI SHORES, FL. 33138 The mailing address of the Limited Liability Company is: 9400 NE 2ND AVENUE MIAMI SHORES, FL. 33138 Article III The purpose for which this Limited Liability Company is organized is: ANY AND ALL LAWFUL BUSINESS. Article IV The name and Florida street address of the registered agent is: THERESA CACCAMISE 9400 NE 2ND AVE MIAMI SHORES, FL. 33138 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: THERESA CACCAMISE Article V The name and address of managing members /managers are: Title: MGRM THERESA CACCAMISE 9400 NE 2ND AVE MIAMI SHORES, FL. 33138 Title: MGRM RICHARD CACCAMISE 9400 NE 2ND AVE MIAMI SHORES, FL. 33138 Article VI The effective date for this Limited Liability Company shall be: 12/17/2010 Signature of member or an authorized representative of a member Signature: THERESA CACCAMISE L10000129579 FILED 8:00 AM December 20, 2010 Sec. Of State nculligan NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT OF FIRST INSPECTION PERMIT NO.DeM ',i•� AX FOLIO STATE OF FLORIDA COUNTY OF MIAMI -DADS NO. t%- 3dn(€-oi3- 3p1B0► Iv3oltyo- 013 -3g10 11 - 3,20(p- 013 -3$q0, II- 5010 (0- 0r6-3ga0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Rorida Statutes, the following information is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 1111111111 1111 111► C Q= N 2011R0404649 OR Ek 27728 Ps 2862; Ups) RECORDED 06/21/2011 11 :55 :1i :, HARVEY MIN? CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording ofiice 1. Legal description of property and street/address: 41'301- (15%5 me.. .20000A. Migmt , L. 331315 1d% $ret, •. Description t3,n of improvement 1-1 l it e� MID nit �ciion i MS, ?utak ,cecorrle, %let , In 71 2. Description of improvement: QC fenpv J 3. Owner(s) name and address: Interest in property: •00 '1 ' 3'11 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. _ - ., ■ - ■ M. �, e L �l e _ _ MICaM1 • L ?�31 -�© 13Qel o'% u - 1,511 -) 5. Surety: (Payment bond required by from contractor, if any) Name, address and phone number. iv 1A Amount of bond $ D. CX 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be Sectiort�- 1- 3.-i3(1)(a)7�totida Stakes; Name, address and phone number._ jrs s��r...,.•.vOP (.14011 N .ti • ad ase MtiaMl hor 5 • F 1. 3sratt (_3(n)/56-.5-11‘ 8. In addition to himself, Owners designates the following persons) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement tt$e expiration date is 1 year from the date of receding unless a different date le specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMM CEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument acknowledged before me this at day of a 0 1 By 1 h Pros & (ILO tr . inii Sc? ❑ Individually, or tik as I/ . hat for Personally known, or ❑ p the following type of identification: Signature of Notary Public: Print Name: (SEAL ,Sys Under penalties of perjury, I declare that I have read the foregoing and that the facts atateC in -it 8133.17,110, to the best of my knowledije and belief. .Lr f. L.1. Z y u © cry Y- ? 6.` ", ,T, Dust iC rritylQ 11LORIDA ,. Yaniv Offir Commission #DD795680 vvniraa• ATTa 99 9111:7'