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BP-05-1081
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (:05)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -2532 Scheduled Inspection Date: August 25, 2009 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Permit Number: BP2005 -1081 Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments ADDITION OF NEW GARAGE As per agreeement between home owner a* NB, permits will be extended 20 days to let the home owner get final inspections and paper work for CO final. Passed ,oi(f_Ar,P Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. nspecto Comrnents :w F se August 24, 2009 For call,. (305)762 -4949 Page 35 of 35 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 03, 2009 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments June 02, 2009 Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP -2509. The final certificate must comply with the final treatment staement and form. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 02, 2009 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 .Ae X007 inr Permit No. Master Permit No. ? oe r 06/ Permit Type (circle): Building whew /CAP orriPM19111r 1,11 Roofing Owner's Name (Fee Simple Titleholder) &J Phone # 3a f f ' - 9`4 ' ' Owner's Address / 30 O A 9 y 1 ; City 0'71.40-, o^F. State C c d.-• • 1 & Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1'300 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 7e Contractor's Company Name "g, ;,&1 v C r of Contractor's Address 3 ?J St—) t9' City -1 LT Y' o, t P' mac_ State L7. ' & Qualifier Name Psi- ► �� �T�•'1 Phone # 9\r—ti_ mil2'— f`9F t Zip 3 S X'3 Phone# 44-84 - Z94- ' °-''L State Certificate or Registration No. (j?Cc ' -t 3 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $Zv"00, On Square / Linear Footage Of Work: Type of Work: Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: S' —se5 ' �^�v, ..�P. -t 'CZ 43 s S ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ J CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ -5 -0U AVS g D See Reverse side --->a A J (4 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 la serarate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss .��.�: bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore . ' g ins day of , 20 , by , day of k Signaire who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08 /06) Contract ent was ac . oowtedged before `me this21 2001 , by` 6,A L1 wn to me or who has produced /\ w is personally as identification and who di NOTARY PUBLIC: Sign: Print: My Commission Expires: 0/2 Plans Examiner Engineer Zoning 06/01/2009 08:57 5613943760 1 PAGE 02 DJUN o 2 2009 PEST PREVENTION t LAWN & ORNAMENTAL DARE 1 TERMITE $ERHICrES 1 MOSculTO ABATEMENT i RODENT & NUISANCE WILDLIFE EXCLUSION & REMOVAL LFINAt Final Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.17) Diligent Environmental Services, Inc. has completed a final Soil Poisoning for Subterranean (Non - Formosan) Termites on June 1", 2009 (Structure & Perimeter). Site: Builder: 1300 NE 94th Street Miami Bejar Construction 6326 SW 191" Avenue Pembroke Pines, Florida 33332 Method of Termite Prevention Treatment: Soil barrier The treated areas consisted of approximately 400 square feet of structure and perimeter. The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Date: 06/01/2009 State License 150612 it MI * Authorize4tigna ,,s M1 t. NUS obi 800- DILIGENT 800Diligen#.com 3100 NW Boos Raton Blvd, I Suite 106 1 Boca Raton, Florida 33431 1 P. 900- 487 -8190 I F. 800837-0311 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: May 15, 2009 Inspector: Bruhn, Norman Owner: Job Address: 1 Project: Contractor: BEAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments Passed Failed „/ ye-o) Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 4A:1-4( May 15, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Sho ' 1 Phone: (305)795 -2204 Fax: (305)7 vailiA Scheduled Inspection Date: June 19, 2009 Inspector: Devaney, Michael Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: WEA ELECTRICAL CONTTRACTOR INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration tAisaosiPhone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (305)820 -3208 Building Department Comments Passed 12" 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- 11364. ADD RECEPTACLES TO COUNTER AND ISLAND. CHECK DETECTOR LOCATION AND INTER CONNECTED. INSTALL FIXTURES OR BLANK OFF OPENINGS. MD 05/26/09 June 18, 2009 Page 3 of 5 0:1 (0f ck YAWA rtes . Miami Shores Village Building Department CERTIFICATE OF COMPLETION CHECKLIST ypQ -)Q'' Required % BUILDING PERMIT CARD - Containing final initials of all inspectors "' O URVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. (t__\7011---CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) 'J Ok-CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "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 the Florida Department of Agriculture and Consumer services." CdPI/ O HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. otv--- if--FINAL CERTIFICATION LETTER FROM THE ENGINEER /ARCHITECT (on masonry, trusses, special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date chc -8/ 17/05MV 03- tort Permit No: Job Name: , 2009 IVliami 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 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 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: May 15, 2009 Inspector: Bruhn, Norman Owner: Job Address: 1 Re a Project: Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed Inspector Comments O edel, ><'4ca ie-- I1.'.,•J4- «' ,'4' 4,4 i':ywl /,•cn{ r4144.440% ii-A-A- '- Failed GefrGoult).f Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 Pest Prevention Termite Protection Diligent Environmental Services provided the termite protection on this property. CALL US regarding our Pest Prevention and Lawn,Tree and Shrub Care Programs. Ask about our Preferred Customer Discounts. 3100 N.W. Baca Raton Blvd., Suite 106 • Baca Raton, FL 33431 IJ© CZIA MEAT 800DILIGENT.COM iiAl THIS NOTICE POSTED PURSUANT TO SECTION 104.2.7, FLORIDA BUILDING CODE AND CHAPTER 482.226, FLORIDA STATUTES Date of 11 Inspe 'on (yIf Made) g# 2C k011G4 Date of Initial Tre tment Materials Used Date of Fine ‘ Exterior Treatment Materials Used Wood Destroying Organism Treated For This property has been treated and placed under a retreatmentlrepair contract for subterranean termites. This contract is renewable by payment of an annual fee. The owner is hereby advised to have the property inspected annually by Diligent Environmental Services. Diligent Environmental Services provided the termite protection on this property. CALL US regarding our Pest Prevention and Lawn,Tree and Shrub Care Programs. Ask about our Preferred Customer Discounts. 3100 N.W. Baca Raton Blvd., Suite 106 • Baca Raton, FL 33431 IJ© CZIA MEAT 800DILIGENT.COM iiAl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Inspector: Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed q‘SPLI:151L Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 .a INSULATION CERT'IF'ICATE BUILDING PERMIT NUMBER: 6/02.00s- / O g Z. PROJECT NAME: Ce?a s—1 2S, JOB ADDRESS: /30O ?LA Sr — STATEMENT OF COMPLIANCE We Me undersigned hereby eash$ that the THERMAL INSULATION has been installed in the above referenced project, in mnpliance with, the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and FLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): • E 1 blor CBS wells laudation: a 4, i (Min) Materials: Thickness: inch(e) DmsiIy lb /tf' 1Vlanufaetursr. Fo t L. 02. P for Frameadetal stud walls: (Min) Materiels: -- Thickness; inch(es) Desnatity : lb/g.3 Manufactures. — 03. Exterior solid =mule walls: (Mm) Materials: 'Thickness: ineb(e::) Density: lb/It3 Manutheturet: 04. Interior walls separating AIC then non -A/C spaces insulation: ,T(Min) Materials: Thickness: inch(e) lb/tt'e L:15. MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY: Thee COMMON (PARTY) wells separating different tenants are insulated as follows: FRAIVIFIMFUAL SPUDS walls R-1 l (Min), CBS or CONCRETE walls R.3 (Mm). both side (as required by ENERGY CODh) See ENERGY CODE, January 1993, issitiun 6011 ABC.1.1 on page 6-10, latest edition. Those "minimum levels of insulation ", the not included in the Energy Calculation, but shall bu installed in the held. 06 ?» Above deck type Roof Intadation: (Min) Materials: Tttictmes: inches) Tenuity: we MamLLaeturer: 1J(7 Cana 30 Mn ) Matsials: `t -rr Thiekneas: et tit: inch(es) Density: b/t Ma° nufachsca: 't --� -SS e -r! 8 ®12)-J'•4 ( ) DS. Other: Installed by. �, '8'+Z C_o4STrz» eri 0 r-1 :. tnsuistion Company Name Insulation Contractor Certificate of Competency try centratiar Signature G.C.1 Bidder: `' a ;:j- L c! -1 s t,_ e-r ®r- — C. SuAdinp Contractor Certnicate of Competency* ©t%e/ "7-3 / Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: May 15, 2009 Inspector: Levrock, James Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed ‘X/41.-V-j--evil Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48' St Suite 175 Miami, FL 33166 Inspector Date c - Address /1—r :4 0 E, / / 'Q OSTDS # 0 7 0c %J Y — A/ Comments: Signature Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: May 15, 2009 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed Inspector Comments Failed Correction Needed - Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 5450 Griffin Road, Davie, FI. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com February 27, 2007 Bodax Foundations, Inc. 1101 NW 55th Street Fort Lauderdale, FL 33309 RE: Pile installation certification Proposed Addition 1300 NE 64th St. Miami Shores, FL This is to certify that on February 20, 2007 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of seven (07) piles were installed at depths and locations shown in the attached pile installation log and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprobe eering & 'esting, Inc. Enc. of Miami Shores, FL lient (3) Bejar Construction 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 1 r Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: 02/20/07 1 1 2:48 20 0.80 66 1.19 1.49 70 Start 9:10; Tarmac #1460 2 2 2:50 20 0.80 69 1.24 1.55 70 Arrived 9:00; 9 c.y. 3 3 2:44 20 0.80 72 1.30 1.62 70 4 4 2:39 20 0.80 70 1.26 1.58 70 5 5 2:56 20 0.80 78 1.40 1.76 70 6 6 2:39 20 0.80 70 1.26 1.58 70 7 7 2:44 20 0.80 68 1.22 1.53 70 Stop 11:00 8 9 10 11 12 13 14 15 16 17 18 19 20 Miscellaneous Notes: Steel Spec's: 4#7's w / #3ties 14" o/c Grout Spec's: 4,000 psi Load Bearing: 35 tons PROJECT: Proposed Addition CONTRACTOR: Bejar Construction ADDRESS: 1300 NE 94th Street CITY: Miami Shores, FL • • • • • • • • • PILE LOCATION SKETCH 5450 Griffin Road, Davie, FI. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com 1 4 ®12° .�., 61 I x5' -0° z6'+ -0° I I GB-1 L ! d.' cv P M °� Ii ®� 1 1 ,,,., ... . ,.,x .,.. ..........,, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Insp'tc Inspe Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 atPassed L \ � Si Inspector Comments At II Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 .�. ..'? _ .r^ .:.,.. +. __ ..`c .._. .. .y9 t'- it•f d9 Y:, S. _ ,� ,. A -� .z..., . ...fi: .�.: . -.Y e. .,_.. _" - -- .?.Y _. a-.. .f ... ... �.- ...._ «. �_ -...�� a 4. -. —.. .,. _, .. .. .. .F.e� :v4, .�'� .. .3- __.,_ }'.., a.� v—e . S— $..:?�,2 -. � 1 . :x,.2 .'�;� a'Yjr s,p�.• �� ��4 .:3 .,.e .v -.eY` EZ �...+ �<<,,.. 7._ �.,,_.._._._.,.._..' _+x�f',_- > >.- ._�.<.,.- .<a_.l..b _...: -� ...,. .� ..mac. .,.._..... ,_",�: .,.c>.. -� ..._._<,.N •, .r >!m.�',.�,��_:...� � .s .t�__�.:.r '- ^�,"a.�.. _.i_.�- r.».,.,> �'.._. a4 __ ..�., �arw._.� _��.... .. .. .f_, -_ _.+.�'�- r�...�... uT„�+•n- ..- _„_H...e. $'zra.� �>_,.. ... ,_. rr� f•,'�+ LOCATION SKETCH SCALE: NTS NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL ABBREVIATIONS: S\ K= SIDEW4LK,CBS= CONCRETE BLOCK STRUCTURE,CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT,IP =IRON PIPE, F =FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER. D/H= DRILLED HOLE, W/F =WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE =UTILI Y EASEMENT. CONC = CONCRETE SLAB, RAWRIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, o =DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP= COMPUTER, ASH-ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD POWERLINE, WM =W4 TER METER WOOD FENCE MASONRY W,LL =1 1 1 1 1 1 1 I 1 i ELEVATION BASED ON LOC. # 3250S MAINTENANCE•& DRAINAGE EASEMENT= M & D.E e• �� •I _D CBM #B -62 ELV. 8.74 I TYPE OF SURVEY: BOUNDARY • SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN -SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE Nc""N BAYuf0 3SCAYNE RAY DRIVE SURVEY FOR: DAVID AND JUNE HELLER, 1300 NE 94 ST., MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOT 14 BLOCK •••• • • • • .. • • •• • OF MIAMI SHORES BAY VIEW SUBDI,S/IStQN • • • • ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 AT PA4E • : OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA SURVEY REVISED: i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. •• •• • • • re•• • •• • • • • • ••• •••• SINCE 1987 •••• • • BLANGO SURVEYOg 'MTG. • •••• •••• • •• • Engineers • Land Surveyors • Plannease L6# 0007'49 :•: 555 NORTH SHORE DRIVE • • (305) 865 -1200 • •••• • •••• MIAMI BEACH, FL 33141 •••• Email: blancosurveyorslnc@yahoo.com Fax: (305) 865 -7810 ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 FLOOD ZONE: VE PANEL: 0093 SCALE: 1° = 20' DATE: 13/09 SUFFIX: j DATE: 7 71 7 / 09 BASE: 11 COMMUNITY # 120652 DWN. BY: JOB No F Blanco 09-373 • • • • • •• • • •• • • • • • • • • ••••V` • • • • • •••• • •• • • 4, •i •••• i o- • • • • • • • M am! Snores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • • •• • • •• • • • • • • • • ••••V` • • • • • •••• • •• • • 4, •i •••• i o- • • • • • • • Inspec Inspec Owner: ER DAVID & JUDE Job Address 1300 NIE 94 Street >. Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008. Expires February 28, 2009 Al. Building Owner's Name DAVID & JUNE HELLER A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1300 NE 9 ST. City State MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 14, PB 40, PAGE 16e SECTION A- PROPERTY INFORMATION 09 -373 For'Insurence. Company .Use: Policy Number' eQmpiany NNAIC=Nurnber ZIP Code 33138 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25051°44.64" Long. 80° 104 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 AB. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) 5.7 7 9sq ft b) No of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 864 sq in PpRESIDENTIAL 16.8" to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 ❑E NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 446 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A9.b . 452 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652, B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective/Revised Date 3/2/94 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11o00° B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Es No Designation Date ❑ CBRS ❑ OPA SECTION C = BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Comp lete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B--62 Vertical Datum NGVD Finished Construction Conversion/Comments N/A a) b) c) d) e) 9) Top of bottom floor (including basem ent, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the.measurement used. 7.59 feet 9.01 U feet- N/A . Z feet 6 . R 0 n feet A/C 7.50 1 feet 5 -80 ® feet 7 .20 El feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title • • REGISTERED LAND SURVEYOR Address 555.. NORTH SHORE DRIVE Signature FEMA Form 81 -31, February 2006 License Number 5924 • Company Name BLANCO SURVEYORS, INC. City State ZIP Code MIAMI BEACH FL 33141 Date 5/13/09 Telephone (3 05) 865-1290 P LAC E S EAL H ERE See reverse side for continuation. Rpnlarpa all nrpvinim arlifinnf U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008. Expires February 28, 2009 SECTION A- PROPERTY INFORMATION Al. Building Owner's Name DAVID & JUNE HELLER A.2. Building StreetAddress (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1300 NE 94 ST, City State MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 14, PB 40, PAGE 16. 09 -373 for'Insurahbe Company Use: 01icy.Number- gmpany'NAlC= Number ZIP Code 33138 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25051044.64" Long. 800104-16.8" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) b) No of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings InA8.b 5 0 779sq ft 9 864 sq in Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage _446 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 3 . c) Total net area of flood openings In A9.b 452 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652, B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 1202500093 B5. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective/Revised Date 3/2/94 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11.00° B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. Ej FIS Profile IN FIRM ❑ Community Determined ❑ Other (Describe) B11. indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Constriction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. . C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Comp lete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62 Conversion /Comments N/A Vertical Datum NGVD a) Top of bottom floor (including basem ent, crawl space, or enclosure floor) b) Top of the next higher floor 9 .01 c) Bottom of the lowest horizontal structural member (V Zones only) N/A . d) Attached garage (top of slab) 6 .-$Q e) Lowest elevation of machinery or equipment servicing the building A/C 7 .50 Check the.measurement used. 7 .59 ® feet ❑ meters (Puerto Rico only) 0 g) (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) feet feet feet feet 5 .80 ® feet 7 ,20 ® feet LI meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifiers Name ADIS N. NUNEZ Title • • REGISTERED LAND SURVEYOR BLANCO SURVEYORS, INC. Address 555.. NORTH SHORE DRIVE Signature License Number 5924 Company Name CIty State ZIP Code 1VllAlyiT BEACH ]E I. 33141 Date Telephone 5/13/09 (3005) 865 -1200 PLAGE SEAL HERE FEMA Form 81 -31; February 2006 Sne rmvsrse side for continuation. Ranlaraa all nravinita ArlifinnS -j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Inspector: Owner: ``I`L R, D I DE Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: (954)431 -5981 Building Department Comments May 15, 2009 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Root Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008. Expires February 28, 2009 SECTION A- PROPERTY INFORMATION Al. Building Owner's Name DAVID & JUNE HELLER 09 -373 For'Inedrance Company .Use: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1300 NE 94 ST. City MIAMI SHORES A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 14, PB 40, PAGE 16. :;.CoinpanyNAIC LNumber • State FLORIDA ZIP Code 33138 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25°51°44.64" Long. 80°103'16.8" Horizontal Datum: ❑ NAD 1927 E3 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosures) 5 779s ft b) No of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 9 c) Total net area of flood openings In A8.b 864 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 3 . c) Total net area of flood openings in A9.b . 452 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652, B2. County Name MIAMI -DADS B3. State FLORIDA B4. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective /Revised Date 3/2/94 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11.00° B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 1311. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes © No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ES Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Comp lets items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62 Conversion/Comments N/A a) b) c) d) e) f) 9) Vertical Datum NGVD Top of bottom floor (Including basement, crawl space, or enclosure floor) 7 .59 Top of the next higher floor 9.01 Bottom of the lowest horizontal structural member (V Zones only) N/A . h -•.80- A/C 7.50 Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the.measurement used. 5~80 7 .20 feet feet e, feet feet feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) p meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. © Check here if comments are provided on back of form. Certifier's Name ADIS N.. NUNEZ Title • REGISTERED LAND SURVEYOR Address 555.. NORTH SHORE DRIVE Signature Company Name • BLANCO SURVEYORS City MIAMI BEACH t/809 License Number 5924 • INC. State ZIP Code FL 33141 Telephone (305) 865-1200 PLACE SEAL HERE FEMA Form 81 -31, February 2006 SRA reverse side for continuation. Ranlaraq all nravinnq eriifions U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008. Expires February 28, 2009 Al. Building Owner's Name DAVID & JUNE HELLER A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P,o. Route and Box No '{CompanytiAIC-Number 1300 NE 94 ST. City State MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers., Tax Parcel Number, Legal Description, etc.) LOT 14, PB 40, PAGE 16. SECTION A.= PROPERTY INFORMATION 09 -373 zor Insurance.Conipany .Use: : Ro1Icy Number ZIP Code 33138 A4. Building Use (e.g., Residential, Non- Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25°51°44.64" Long. 80°10416. 8" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) 5 77 9sq ft b) No. of permanent flood openings in the crawl space or enclosures) walls within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 864 sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 446 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 3 . . c) Total net area of flood openings in A9.b . 452 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652:. B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 12025C0093 85. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective /Revised Date 3/2/94 B8. Flood Zone(s) VE 89. Base Flood Elevation(s) (Zone AO, use base flood depth) 11.00' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM p Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. . C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Comp lete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62 Vertical Datum NGVD Conversion /Comments N/A a) b) c) d) e) g) Top of bottom floor (Including basem ent, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the.measurement used. 7 .59 N/A /A A/C 7.50 5.80 7 .20 feet feet, feet feet feet feet feet ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D e SURVEYOR, ENGINEER, OR ARCHITECT•CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. © Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title • • REGISTERED LAND SURVEYOR BLANCO SURVEYORS Adss 555.dreNORTH SHORE DRIVE License Number 5924 • Company Name Signature City MIAML BEACH 5/13/09 INC. State ZIP Code 1'L 33141 Telephone (305) 865 -1208 PLACE SEAL HERE FEMA Form 81 -31, February 2006 See reverse side for continuation. Ranlanac all nravintic arlitiranS Ltifdin`�. Photographs. See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or F.O. Route and Box No. 1300 NE 94 ST. City MIAMI SHORES For Insurance Company Use: Policy Numoer State LIP Code FLORIDA 33138 Company Nu,i C Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and ''Rear View"; and, if required, `Right Side View" and "Left Side View." if submitting more Dhotographs then will fit on this page, use the Continuation Page, following. PICTURES WERE TAKEN ON 5/13/09 LEFT SIDE VIEW FRONT VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ICTIS1 Phone: (305)795 -2204 Fax: (305)756 -8972 "� Scheduled Inspection Date: March 17, 2009 Inspector: Rodriguez, Jorge Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A STAR CONTRACTORS INC ek- Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Phone: 954 - 922 -5990 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 11369. 8/13/07 Need revision of plans before final inspection for change of cap sheet from 90# mop to Polyglass seld adhered.CG. Jan 23/2008 No revision, no uplift test (JR) March 16, 2009 Page 19 of 25 Lab Report No. N07- 080486 ing Building Solutions For The Construction Industry ineering & suiting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate: 02- 0501.06 C.A. #: 26095 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE "CO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 1300 NE 94 St. Miami Shores OWNER: June Neiler CONTRACTOR: A. Star Contractors Inc. TILE TYPE: Flat ATTACHMENT.: Polyfoam Testing Equipment: Digital Chatillon DRS 200 Test Tabulation PERMIT No: RF06 -566 ROOFING SQUARES: 9 ROOF PITCH: 3:12 INSPECTORS INITIALS: HG /AA TEST DATE: 8/29/07 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -11 Passed THIS ROOF HAS: PASSED FAILED 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106 "ROOF SKETCH" ewed by: fl c %-' Marlin Brinson, P.E. Lic. No. 60749 Voice: 305- 256 -4550 Floridatec,net Fax: 1- 866 - 333 -6988 )i -'-ILI 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC Permit Type (circle): Building Roofing Permit No. 'ZF - 3- G, 6_ V^ 6 6 Master Permit No. Owner's Name (Fee Simple Titleholder) 1--ta Phone # 3 °V-- Z Owner's Address City 7N'�y', State r; Lv <-' Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) t 00 t` \ - - City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name N1/4— 'il r Contractor's Address 3 / ci 740/40J J City /1,104 G4✓acr j State Qualifier Name /9 /'-7G C. r9 m 0 6—) A. State Certificate or Registration No. ce- Ct 01 ?.314/ Phone # q �Cl 0,Q 3-9 C� V Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration [New Describe Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*°****:******* * * * * * * * * * ** ** * *** * ** * * * * * * ** * ** 0p ����� Submittal Fee $ Permit Fee $ � � ��F $ 'c Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z lJ 1)0 Technology Fee $ Zoning $ See Reverse side -- Bonding Co e (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'BIlation 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 commen ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit • su uch posted notice, the inspection will not be approved and a reinspection fee will be charged.> Signaturk j \La- N 1- W wnerorAgent,4 —t i( —C) The foregoing instrument was acknowledged before me this ' day of Mi2,,, 20 o q, by who is personally known to me or who has produced ! 2 2ti ovS cei .. As identification and who did take an oath. NOTARY P . BLIC: Sign: Prin My Commi * * ** * * * ** CRY a.. ..M Notary Public State of Florida OF Y My Commission 00688414 eExpires 06/24/2011 APPLICATION APPROVED BY: (Revised 07/10/07) Contr The foregoing instrume was cknowle' . :: - fore me this 10 day of ✓ — �°`'� , 2Clii Y , by who is pers onall awn -to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sig Prt My Notary Public State of Florida P A Gaidwwa tu e of aA xpi s s U6 Sion D0688414 iza/2ot 1 ******** ***** * * *** **** k r #****.k+ *** Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305 756.8972 RECEOVED i• R 0 2006 BUILDING Permit No. ' -F-CDC:) PERMIT APPLICATION ! aster Permit No. 8'11 FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical oofing Owner's Name (Fee Simple Titleholder) d-I/ N Nei le "`J Phone # 3 0 T-1-5-4 1-5-- V Owner's Address , 13 o o N5 l � i S 'T" City � fiV /ti? i S 1 a r.e 3 State �`'( Zip 3 3( 3 Tenant/Lessee Name Job Address (where the work is being done) J3 o 3 Phone # City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO V` Contractor's Company Name 6 S ha r Phone # (r ( p� a 4 ! I o Contractor's Address 2 3 1r IN49' J City /1 0 l/ z. a D C State r% Qualifier Nance /77/t7 0/, € -r✓d N State Certificate or Registration No. G C- . p I-7AM Certificate of Competency No. Zip 33 °L'O Phone # Architect/Engineer's Name (if applicable) Phone # Work For this Permit $ ' / Square / Linear Footage Of Work: &X) ork: ❑Addition Work: teration ew � + ❑ Repair/Replace El Demolition 1vet� dal v1--/o/1/ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * ** * ** *** * * ** * *** * * * ** Su. mittal Fee $ Permit Fee $ (/ % / CCF $ 00 ' CO /CC Notary $ Scanning $ 4".00 v Radon $ DPBR $ Zoning $ Training/Education Fee $ 1. 0 0 Technology Fee $ . 2.5 Bond $ Code Enforcement $ Double Fee $ rr cc Structural Review. $ Total Fee Now Due $ 242 . f� See Reverse side -a 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 bro Kure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme ciment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .2/1-)C1 day of , 20 , by day of YvtA t-1 , 20©4, by 44 leg CA ME golsi who is personally known to me or who has produced who is xsersonally kno to me or who has produced As identification and who did take an oath. �� as identification and who did take an NOTARY PUBLIC: NOTARY PUBLIC: /1 Sign: Sign: Print: My Commission Expires: Print: ' U My Commission Expires: APPLICATION APPROVED BY: 4 Plans Exam Engineer Zoning (Revised 02/08/06) J r.iocu aunt try Zon 1.Jnfra ri, ut Ap �lrahon a rr. iY P Y curer Product Approval Number: Minim m.' Design Wind Pressures, If Applicable (From ;F. P1 P Ides > >il.d7Ut'i [JeSign ;'i'essure Product Approval Specific System: Method of the attachment;. r� -'" ° r s P3 .y00 -me .Ag pP'tE wi : '-....0J.Pratirwireall. Sro '/U Win,,P e� \PNG) C'S - -10 GIMP- Pik PN P E 1\,.✓"` Stee. * :SIo Deck: Type: ype UddeWlay nsu1ation: Roof Sic; e. 12 \t stoner Type &. Sp +cin : he:ry' Type & Size Drip Edge; MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Phis, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preeeded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu: 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65'8" x 3'3 -3/$" 80 mils thick Roll: 32'10" x 3'3 -3/8" 100 mils thick Roll: 65'8" x 3,33/8" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'33/8" 80 mils thick ASTM D 1970 ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlaymnt for metal roofing. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non- wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09 /13/11 Approval Date; 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revert Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity I ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2, Polystick P, Basile and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRJIRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 _ No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 0 h W Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter- battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/2"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 07. 1025.10 Expiration Date: 09 /13/11 Approval Date: 04/10/08 Page 6 of 6 ......mmiremy19/26/20135 12:04 MIAMI SHORES VILLAGF 4 93054429943 I. High Velocity Hurricane Zone Uniform Roofing Permit Application WAN-DACE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION. ....4 w NO.156 P007 • • • • • • 10ae 4 • • • • • •• • • • • • • • • •• • • • • • • • • • • • PAastar Permit No. jc- 01 Contractor's Nape: Ln- Section A (General Information) Low Slope Asphaltic Shingles Prescriptive BUR-RAS 150 e)(4ewR Are them as Vent Stedr.t b Process Phi. • • • • • Z•c•-- ;01:: • •• Job Address: • • • • I36 qtt. • • • • • • • • aitviorlar/A1Qt Tile !TY Wood Shingles/Shakes • • • • • • • • • • • • • • • • • Roof Category El Mechanically Fastened Tda 0 Metal Panel/Shingles Other: I Roof Type 01 Ra-Roofing G Recovering c Rep*, n Maintenance on tha roof? D yes 1:3‘o If yes, what type? 0 Natural 0 LPGX Roof System Informati n Low slope roof area (12)1 Steep Sloped area (frt) Total (ft.*) Section B (Roof Plan) COPY Sketch Root Rent illustrate at lave and sections. roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions li of sections and levels, clearly Mentify crensions of elevated pressure zones and location of parapetS. 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Oit(�FN� • • • CONSIDERATIONS • • • • • • • • • • • • 1524.1 As it pertains to this se Lion, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, an tot explain to the owner the content of this section.. Ile piovieion,g,pf (meter .. 15 of the Florida Building Co , Building govern the minimum requirements and•standards of QaeinCt4o' for • roofing system installations. dditionally, the following items should be addressed a rt oCtb agr ement between the owner and the c 'tor. The owner's initial in the adjacent box inc(`rcates that the ittereh 'lfeed • explained. 1, Aesthetics -Workm sip: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of p performance standards. Aes provisions. Aesthetic issues su be addressed as part of the agr 2. Renailing Woad mailed in accordance with the Building Code. (The roof deck 3. Common Roofs: units (i.e. townhouses, condo owner should notify the occup 4. Exposed Ceilings: viewed from below. The o penetrations of the underside option of maintaining this a 5. Ponding Water: cause water to pond (accum distress and may require the expectancy and performance original roofing system is rem oviding that the roofing system meets the wind resistance and water intrusion cs1 (appearance) issues are not a consideration with respect to workmanship as color or architectural appearance, that are not part of a zoning code, should ent between the owner and the contractor. eeks: When replacing roofing, the existing wood roof deck may have to be curren t provisions of Chapter 16 (High Velocity hurricane Zones) of the Florida usl ually concealed prior to removing the existing roof system). ommon roofs are those which have no visible delineation between neighboring ' . turns, etc.). In buildings with common roofs, the roofing contractor and/or ts of adjacent units of roofing work to be performed. xposed, open beam ceilings are where the underside of the roof decking can be r may wish to maintain the architectural appearance, therefore, roofing nail the decking may not be acceptable. The Florida Building Code provides the ce. e current roof system and/or deck of the building may not drain well and may te) in low -lying areas of the roof. Ponding can be an indication of structural review of a professional structural engineer_ Ponding may shorten the life f the new roofing system. Ponding conditions may not be evident until the ed. Ponding conditions should be corrected. 6. Overflow seoppe (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall ou accordance with the Florida B 7. Ventilation: Mo interior of the structural ass reduced. It may a ben cast roof. f ts) are not provided h may be necessary to install overflow scuppers m 'idmg Code, Plumbing. rok structures should have some ability to vent natural airflow through the bly (the building itself). The existing amount of attic ventilation shall not be consider additional venting which can result in exten' • : the service life of the .811 blellWelmmala0011510.07 Date wars. I III i . Contractor's Signature 09/26/2005 12:04 MIAMI SHORES VILLAGF 3 93054429943 NO.156 P010 • • •.. • • • • •• •... • • • .,p,,i i j • • • • • . • • . • . • • • • ... • • • • . • • • • • • . • • • • • . • • • • ..• • • • • ... High Velocity Hur1ticane Zone Uniform Roofing Perm 3 i cpttc I MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTROAIIC 4P@LICit1tD . • • Section 0 (Steep Sloped Roof System) ••. • • • • • Sloped System Description Deck Type! 15/8" Plywood Alternate Deck Type: Undedayment type: Roof Slope: F-3 3 1712" Roof Mean Height / Ridge Ventilation: �I Method of Tile Attjactimerit: ,)z) rg7/00 Alternate The Agachment Method: E Clip Spacing for Metal Roof Panels Field; ( _J Perimeters: Perimeter Imam! I Comers: LJ Page 4 • .• r•• r • • • . • • • II • • • • .• ••• •• • •. • • • • • • • 000 • • InsulationlFire Barrier Board: Optional Nasable Substrate: L-- Fastener8: 11 :S- A/Ni/ f 2 I Cep Sheet Type /Adbes ve Ty : [.I ?o ' ------ Roof Govenng: ,e /,o� 0 1�le✓ Roof Covering Attachment Method: Drip Edge Size & Gaug Drip Edge Material Type: LGalvinized Metal Drip cage Fastener Type: /f ✓Ltt; ;/ /, Hook St!Cleat ga. or weight: [N /A • Roof System Manufacturer. 6 v" •• • • Notice of Acceptanee Number. V Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: jP2: . (P3 TrZ: Maximum Design Wind Pressures, (From tits PCA Specific system): Fliii Sloped System Description Deck Type! 15/8" Plywood Alternate Deck Type: Undedayment type: Roof Slope: F-3 3 1712" Roof Mean Height / Ridge Ventilation: �I Method of Tile Attjactimerit: ,)z) rg7/00 Alternate The Agachment Method: E Clip Spacing for Metal Roof Panels Field; ( _J Perimeters: Perimeter Imam! I Comers: LJ Page 4 • .• r•• r • • • . • • • II • • • • .• ••• •• • •. • • • • • • • 000 • • InsulationlFire Barrier Board: Optional Nasable Substrate: L-- Fastener8: 11 :S- A/Ni/ f 2 I Cep Sheet Type /Adbes ve Ty : [.I ?o ' ------ Roof Govenng: ,e /,o� 0 1�le✓ Roof Covering Attachment Method: Drip Edge Size & Gaug Drip Edge Material Type: LGalvinized Metal Drip cage Fastener Type: /f ✓Ltt; ;/ /, Hook St!Cleat ga. or weight: [N /A • 09/26/2005 12:04 MIAMI SIDES VILLAGF 4 93054429943 NO.156 9011 • • ... • • •• • • • • •4� . *Fief 1 • • • • • • .. • • • • • ... • • • • • • • • • • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing PermitAppgcatida POcrn MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRQNc APPL1CAT1Obl. . e • • • • • For Moment based for Mr with the val Mr values, for each acceptable. P 1: P 2: P 3: • •• • • • .. • • • • • • • • .. . . • .. ••. •• Section E (Tile Calculations) ". ".' ' ' ' ' ' • ' • • • . ile systems, chose either Method 1 or 2. Carnpare the values+ IIfrom Mf. If the Mf values are greater than or equal to the aria of the roof, then the tile attachment method is Metho • 1 "Moment Based Tile Calculations Per RAS 127" - Mg: TtZi =Mr1: VIM NOA Mf; - Mg: = Mr': I Y P NOA Mf: - Mg: I,. Lat = Mr1: NOA Mf: Meth • • 2 "Simplified Tile Calculation Per Table Below" Required Moment of R sistance (Mr) From the Table Below: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 41r Ronf Slope b t 4 1 4 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 NOA Mf: 'This Table must used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 ... •. YL/ VII Vv ■ .+•+.- . -^ M IM I ®OApE • • ••• • • • ••• •• •• • • • • • • • •• •• • • • • • • I�IAtim- D • CO�JNp', FLORIDA • MBTRt}- DeADE•FLA6ttBR BUILDING nUILDING CODE COMPLIANCE OFFICE • • • • • • ml; sitto- D•ttd[s FTALIiI'U11.DING : : ) +Ii1 svrs C FtAzt.Ett stRter sure 1603 i ••• e•• ••NlAMI, I-•eQR1I14 3t30.t563 (305) 375 -2901 FAX (305) 375-290H PRODUCT CONTROL NOTICE 01? ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 • • • • • • 4ororit aroli a.ICr. sINc. SICCTION • •. • • coat 3•f• 5427 le4X (305) 375 -2558 •••.•••• • • • • cemil1 hero& iN1:Olichli';.NT IIVISION (305) 375.2966 FAN (305) 375 -2908 PRODUCE CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (N-OA) of: Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Constn)ction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Cade Compliance Office (BCCO) under tie conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, ntodify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 72-V-to Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI•IEET SEE ADD TIONAL GES F SPECIFIC AND GENr,RAL CONDITIONS BUILDING COPE & PRODUCT REVIEW COMMITTEE ter, This application for Product Approval has been reviewed: by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami =Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 \\$ 09S000I \pc2000\\cemplatoslnotlec accepance eovar page.doc Francisco J. Quintana. R.A. Director Ntiami -Dade County Building Code Compliance Office Internet (nail address: postmasterQi buitdinecodeonline.cmu 1 IF1nmrn+iur• httn- l /ww..I NuilliadnnA ono Una nn... Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Ci tun : Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane I. SCOPE This approves Polypro® Al-1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low; and high profile roof tiles system using Polypro® AN 160. Where the attachment calculations are done as a moment based system • for single patty placement, and as an uplift based system for double patty systems l vl...a. V.... .4 asvmwvi J, llrl,. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • O. • • • • • ••• • • • • ACCEPTkNCE•Nb.': •or- OS2i.'[t'�' f I • ••• • ••• • •• • • • • • • • • • • • • • • • • • • • • • Apilso'vai•15atc:.kn 14, 2001: s• Expiration Agtc; plary.i0121106 • • • • • • • •••••••• • •• • • • • • •l• •• 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH 160 Foampro® RTf 1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications PA 101 Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment' 2.1 Contpancn.ts or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. 2.2 Typical Physical Properties: Property TAM1 Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM 1r 96 ASTM D 2126 Results 1.6 Ibs.%ft' •18 PSI Parallel to rise •12 PSI Perpendicular to rise 28•PSI 'Parallel to rise 0.08 Lbs./Ft2 3.1 Perin / Inch ±0.07°/a, Volume Change n -400 F.. 2 weeks +6.0% Volume Chan e Humidity, 2 weeks Frank Zulaaga, ItRC Product Control Examiner LJUU4 02/07/03 FRI 09:19 FAX 954 578 1042 Polyfoam Products, Tnc. POLYFOAM PRODUCTS,INC. 1. • .. • • ... • • • ... .. •. • • • •. .. • •1 • • • • • • • • • • • • • • • ••• • • • 1 ACC1EPThNCE:1$o:: OT- (421.02 Note: The physical properties listed above are presented as tytjical aytrryg4 vj►lueng **Cued by accepted ASTNM test methods and arc subject to normal Imtnala�cturingvariatiou. • • • • • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. . crip;ttj. f i. p rpd.Rbpf Assembly for tire rating. • •�� • • •• • • • • • ••• •• 3.2 Polypro® AI -1160 shall solely be used wilt flat, low, & high tile' protiles. • 3.3 Minimum underlayments shall be in compliance with the Rooting; Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring; acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. W F'— 2 MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Qetails noted herein. The roof tile assembly's .adhesive attachment with the Lite of Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA • 4.3 Polypro® AI i 160 roof tile adhesive and its, components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction an:d Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'ualifed Applicator' approved and licensed by Polyfoam Products, Inc_ Polyfoam Products Inc. shall supply a list or approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI1160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. • 4.7 Polypro® A1-1160 shall not be exposed permanently to sunli 3 1E! u )'t Prank Zuloaga, RRC Product Control Examiner 02/07 03 FRI 09:20 FAX 954 578 1042 POLYFOAM PRODUCTS.INC. Polyfoam Products, inc. • • .•• • • • ••• .• .• • • . •• •. • • • • • • • • • • • • • • ••• • • • ACCEPTANC 44e. r b1.1052:1,01. 4.8 Tiles must be adhered in freshly applied adhesive. Tile ntsl beset wi4 in.1 to 3 : • minutes after Polypro® AH160 has been dispensed. • • • • • • • • • • • • 4.9 Polypro® AI-I160 placement and minimal» patty weight shall be in accordance with the 'Placement Details' herein, Each generic tile profile requtim tUc $pegirc *cement noted h.re.., • ••••••• • • • • • Table 1: Adl esivc Placement For :Ii ach Generic Iile Praire TileProlile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece: Barred) #1 ` 17 /side: an cap and 34 /pan N/A Flat, Low, High Profiles 11? 24 N/A Flat, Low, High Profiles #3 8 • 5. LABELING All Polypro® AH 160 containers shall comply`with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 • • • • • ►a UUb Frank Zuloaga, RRC Product Control Examiner 03 FRI 09:20 FAX 954 578 1042 Polyfoarn Products, Inc. POLYFOAM PRODUCTS, INC' i:.; ;f.. °.: •' • .•. • • • • • • • ACCEeT1Nc .r L:: bE-o5St.a'a. ADHESIVE PLACEMENT DETAIL.,: • • •• • SINC,LE PATTY _.• • Nap through plaelic annul . •• • • •.i. • • Nell Through plane cement • • • •.ad 1 •• • • • • • •• • •• • .• • le In. Eno Cowl Foos uoune only; Keep univalve epptoi 4 kI. up Nan tvoepholu Foods Wallah Era dawn MP edge 11 Mace enough adhesive to adieu 17 to 17 tSglenal lri s la ulwre inches 10 wetaq kith Ih. pan We "'no Pilch OPikadaq 21 Turn covers upside down. Pio adheelw 112 I I. To 1 K. ham pad.. edgo el coat tge. Then hoop the die, Ilndethypaont 41008 Nan Uuoogh prone nave Remo lop the UV, I aeune tare. die. Abut to wont Nine d pan Oho, bourn Ore Ind al pan and cover Wu an Kush t1 save 14r. Foldout.. (af0r4r ehgiv 5 Weephob Nock Bo SheaUdng Dpllanal Pointnit . etadg�e^slokra Crank Zuloaga, R.RC Product Control Examiner 02/07 03 FRI 09:20 FAX 954 578 1042 Polyfoam Products, Inc. POLYFOAM PRODUCTS,INC • :• •� • • Os* • • • 000 • .'� •• •• • • • •• •• • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • ACCEPTANCE No. 1' 61-!0521(11" • ADHESIVE PLACEtVIENT DETAIL 2 SINGLE PATTY 000 • •.• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • •• • • • •• ••• •. • • • • • • • • • • • • • • • • • I4I007 Nap through plastic cement Undedayment Paddy (Beneath TIkJ • Nall through plastic cement Underlaymem . •• <•• Paddy (Beneath Us) 7 in- -44In. 4410 w Ease Course Peach Fascia Ease Course Foe dews Eno Closure \ • Drip edge Nail through plastic cement Paddy (Beneath Tile) Undorlayment Eve Course 6 Fascia Ears Closure Prank Zuloaga, RRC Product Control Examiner 02/07/03 FRI 09:20 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. fplyfolun Products, Inc. • 0 • • • • • •• • • • • • • • • • • ACCEPTANCE N'tt. . •• ADHESIVE PLACEMENT DE- • FAIL 3 F, DOUBLE PANTY Nall through plastic cement Paddy (between tile) Paddy (under tile) t u 3 In. Single paddy on under- laymen! Single paddy under die Slagle paddy on lop of tile bye course in. X 7 in. medium silo paddy lave Fascia course only • %I ULM • • • 0 0 • • • • 0 • 0 • • • • • • • ••• 0 • • • • • • • • • • • • I-90521.trr • ••• • • • • • • • • • • • • • • • • • • • • • • • Nail through plastic mune • • Underlaymen1 1 • • • • • • • • • • • • • • • • • • • • •• 0•0 •• • • • StIgNaiddg griffin' tile Single paddy between tile 2 In. x 7 in. medium sire paddy save course only Single paddy on under. laymen1 Single paddy on lop of tile Lave COIN. Fascia Weephole EMI closure Drip edge Nall through plastic cement Single paddy under tile Single paddy between the -44inat3 SIngle paddy on undedayment Single paddy on lop of the Eave Course Elva Closure 2I. x 71n. medium sin paddy save course only Fascia Frank Zuloaga, (MC Product Control Examiner 7 02/07 03 FRI 09:21 FAX 954 578 1042 1 Polyfoatn Products, inc. POLYFOAM PRODUCTS, INC. •. •• • • • •• •• • • ACCEPT4NCC ng.:�p D0s2 .q2. • ••• . .i. • .i • I. Renewal of this Acceptance (approval) shall be co►jsidcrcd alter a ilatwzfl.al�paciticad hag l%:cb t r i and the original submitted documents, including test - supporting data%.enbrineering. documents, are 'to older than eight (8) years. 2. Any and all approved products shall be permanently labeled with dip 11:40.141.41404 i i pamc,.city, Y PP P P Y • Y- state, and the following statement: "Mimi -Dade County Product: Coi trot :A�p o 1 ". or: as • specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. e. If the Acceptance holder has not complied with all the requirements of this acceptance:, including the correct installation of the product. d. The engineer who originally prepared; signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fire) and granted by this office. 5. Any of the following shall also be grounds for removal alibis Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as %yell as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of -this Acceptance shall be cause for termination and removal of Acccptancc. 9 This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 IJ UUa Frank Zuloaga, RRC Product Control Examiner MIAMMDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Dr. Good Roof 11461 Tamiami Trail Punta Gorda, FL 33955 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • •• MfA11I.3 E COL1TPVIIMIDA MEiRO-DAISE tLAGLE& I J) .riNG • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • (00i) 375 - 2001 • •FAX. (305) 315 -2908 • • • • • • • • • • • • • • • • • ••••••• • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GoodTile Flat Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically 'terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 03-0401.04 Expiration Date:09/18/08 Approval Date:09/18/03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete • • ••• • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • .•• • ••• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • •••• •• • • • • • • • • • • • •• • • • •• • • • • • • • • • ••••1•• ..•.••• •• • • • • • • ••• • • • • .• •• • •• • • ••. •• • • • • .. 1. SCOPE This new system using Dr. GoodRoof `GoodTile' Concrete Roof Tile, as manufactured Dr. GoodRoof and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions GOODTILE Trim Pieces I =16.5" w = 13" thick 1= varies w = varies varying thickness Test Specifications Product Description TAS 112 Flat profile, interlocking, concrete roof tile equipped with three nail holes. For direct deck, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies, Inc. DGR-002 -02-01 PRI Asphalt Technologies, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Walker Engineering, Inc. DGR- 008 -02 -01 25- 7688 -3 25- 7688 -10 25- 7688 -5 Test Name/Report Date TAS 100 03/13/01 TAS 112 03/13/03 Static Uplift Testing June 1996 PA 101 (Adhesive Set) & July 1996 (Mortar Set) Static Uplift Testing June 1996 PA 102 (3" He (Oap, Nails, Direct Deck, New Construction) Aerodynamic Multiplier 02/25/03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. NOA No.: 03- 0401.04 Expiration Date:09/18/08 Approval Date:09/18/03 Page 2 of 5 • • ••• • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 3.5 30/90 hot mopped underlayment applications may be installed erpeildictilai to the soot Biota unless stated otherwise by the underlayment material manufie ;tear; public d literature • ••• 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit iii acaorIaace 4 tie" t 1orida Building Code and Rule 9B -72 of the Florida Administrative Cod;. • • • • • • • • • • • • • • • • • ••• • • • 4. INSTALLATION 4.1 Dr. Goodroof `Goodtile' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight Weight -W (lbf) 12.5 (W) and Dimensions (1 Length - I (feet) 1.137 x w) Width -w (feet) 1.08 Tile Profile GOODTILE Table 2: Aero • amic Multi • tiers - A. Tile Profile ? (ft) Direct Deck Application 0.289 X (ft ) Batten Application 0266 GOODTILE Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3 "•12" 4 ":12" 5":12" 6 ":12" 7":12"or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck GOODTILE 6.80 7.48 6.70 7.38 6.58 7.23 6.42 7.06 6.25 N/A Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens GOODTILE 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw - 51.7 . 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Save Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 NOA No.: 03-0401.04 Expiration Date:09/18/08 Approval Date:09/18/03 Page 3 of 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • ••• • ••• • ••• • •• Table 4: A t t a c h m e n t Resistance Expressed as a Illioren(- M t ( f i - 10f) � • : i i • For Nail -On Systems • •' • • • •. • • • • • • • • Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (f Ijnb l9/3 ?" •• '01440100): : ••••••• Battens e.. .. : : • *0 • • • 31.33 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 ' • 31.9 • • • •32.2' 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headiap and fastemers are located a min. of 2YZ" from head of tile. Table 5: Attachment Resistance For Two Patty Expressed as a Moment Adhesive Set Systems Tile Application Mr (ft-Ibf) Minimum Attachment Resistance Tile Profile GOODTILE Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Pol oam Product, Inc. Avera, e wei • ht • er ea 8 • rams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance GOODTILE PolyProTM 118.9¢ PolyProTM 40.45 4 : • e • a • • • Iacement of 45 • rams of Poi Pro'& 5 Medium • add • Iacement of 24 • rarns of Pol ProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance GOODTILE Mortar Set 39.0 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit than be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 03 -0401.04 Expiration Date:09/18/08 Approval Date:09/18/03 Page 4 of 5 FASTENER HOLES PROFILE DRAWING • • ••• • • • ••. •• •• • • • •• •• • • • • • • •. • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •0.- • •0• • .• • • • • • • • •. • • • • • • • • • • • .• • • • • • • • • • • • . . . • • • • • • • • • •0 • • • • •• 0041 00 • • • • 0 • • . • • 000 • • • • •0 • • .0 • • 00 • •• 00 • • . • • 000 •0 OVERLOCK is 74, UNDERLOCK DR. GOOD ROOF "GOODTILE" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 03-0401.04 Expiration Date:09/18/08 Approval Date:09/18/03 Page 5 of 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVED R 1 7 2006 Permit No. E LO aster Permit No.00O-1C8i 1 Permit Type (circle): Building 1 D '�'. Eke Mechanical 1 Roofing Owner's Name (Fee Simple Titleholder) ✓ E I 'e y Phone # C3 / -75 ` .--g l4 z Owner's Address 1 O d n 'f 4 5 City M c c1 wu S h(-4/CS State -1-11)- 33 13.g Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) City Miami Shores VilIa e County Miami -Dade Zip FOLIO/ PARCEL # Is Building Historically Designated YES NO c/ Contractor's Company Name \)464 'ltLi C4\ CtrRIPth CID A. 1� Phone # ScS 'd ZC, - 3 La g Contractor's Address CF7 7i t.., 2..C. d %.4 ad 1 a City •\.tuolezk.s4 State TA oft '1 /\ Zip 33 a t L Qualifier Name \L i\ u. A tr1 •SCO'244, O Phone # 786 -Wt - I51 Vt. State Certificate or Registration No. E Q.6O 1(..6 t Certificate of Competency No. 1 ' F boc3"si"7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 41 w 0 • Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ['Demolition Describe Work: Cc 1-171---C...--Li v r -- mot ✓' ,&- C).o.LCbL.u.-4 -t-'i ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 45.- 0te -e, CCF $ 1 • 2-C) CO /CC Notary $ Training/Education Fee $ 0 .40 Technology Fee $ 3.1 G Scanning $ 3. W Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 'se. 3...c See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien sw sroc ° < will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu:.. In the absence of. uch posted notice, 'he inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this co/ ? J day of /'".4 r6/L- , 20 °4 by Wdie.t vv (s-t�: who is personally known to me or who has produced eff'"' a V ri was identification and who did take an oath. NOTARY PUBLI Afr Sign: Print: My Co mission Expires: ROGER CARMONA My Commission #DD 340578 �'/,0hX41° Plans Examiner Engineer Zoning w _32.2 /6, ',Mack ca/ire • h N 2r' °o/ive • /q 7 '/2 N 2 114. 7 Z 9. 7 448 20 7O .3z /=24" 2 5i - /Fes. ' /3cv Ayoer .4C-Ate, ' G v4 4 4 (1. /S 0: ■4 s'cor,c,c✓ // Ce r.ee d or, //t7e , S.2 1 Sefo.- / ///jo% T.L RIGGS 3001 SHIPPING AVE. MIAMI, R. 33133 (305) 448 -9032 pri / //41e T. L SURVEYOR LS 12349 STATE OF FLORIDA N N. 7-s"' I, y ./ "41 V ` - 7J ' t177/ `o Ts: /./ ¥71W/ / ,\. /z4:7' l t v .5.e:3‘.40/7'0/c1 •"y c y e> /51J /1 /et.77I Z3� 1/tee✓, Ae. 74,4 /7/40t/- ' ��iEr+e .0./1; � ca..s e-c /�c2/ / r7 "If ,61Po Q A 4f-4) a� qe / o, i1e /emuZ.hc. /eec ro o ds A - A/o . z/S 7 , /d /3® a/c /✓o . 4414 .Z3 7Z / , /, 242`°.4i .,� acv/ J, /kg-' ar v I t e //// , w/719e �G�I� // f� �*�►: ,ir$t,4n-7ei- /Ga'97;/ /c Z'i .4...•r-arsee Corrsoct'Ty K /yq erj iiarGfS/ AC�/Cir7 V /c , /!rs/ PZ. . C�a• /�rrrJ�i'ywlde /-742...-6, t7y .,54rtw740sS <t AIL%: 1.. A4, Neck/id CIIu�"s /g'74 after car, e,/ e•••-17/#7 dao e Seat /C745.r 7 041t ha eI7. d -544 r ✓Eyor a / /icy,"e. r. c%p<Gie 1 /re - /s .0s.� G•. k/ .L" . as e_ss / o 'rest/ G /evt 6/d I�,.��. -�� . ./ .3. /37 t .-1; /r7 A`aeel L'mta e {/4'.` //- , /2Q44 Z ®� Y3 �T .4-7e1. .4f/o/7.5 re / :r fe ,4'*7 -7 / a a o111 4. ket:s.-7, ca / p t77 '2. 1 o-z : s'o few. /0.022 /3retaJs 4441114j Gv' ., 1 Tor:. • 64/: er L3 <sc��►.re �3 /vc,� are o� �'.4 . free,f. a. t 1.744 /11, -4. -54404-4-1,7 • .47.--////1/41e. 4 A f Lsf' a t e , ' V . : / t der- - E /ase. /gfr,7 •tP e afafr 6as/r1 y+r•eJe /e . 4/e v: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # c —1,o kk ---- 7 ' (0 _ ADDRESS: i 13 C C _, ®. , < _.. 4� FOLIO NUMBER: ,5 r :- . : FLOOD ZONE: BASE FLOOD ELEVATION: V E °4 i FREEBOARD: 0 EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: t53. (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): is 533 VALUE OF PRINCIPAL S UCTURE (attach a s i raisal): OWNERS SIGNATURE: PLAN REVIEWER: '. DATE: L = (L- '0 1 PLAN REVIEWER SIGNATURE: DATE: Bejar Construction, Inc. 6326 S.W. 191 Avenue Pembroke Pines, Florida 33332 CONTINUATION SHEET Heller Residence 1300 N.E. 94th Street Miami Shores, Florida ATTACHMENT " B " APPLICATION AND CERTIFICATE FOR PAYMENT Containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollars. Use Column I on Contracts where variable retainage for line items may apply APPLICATION NO: APPLICATION DATE: PERIOD TO: ARCHITECT'S PROJECT NO: 0 2/9/2009 2/9/2009 A B C D 1 E F G H I ITEM NO DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIAL PRESENTLY STORED (NOT IN) (D ORE) TOTAL COMPLETED AND STORED TO DATE (D +E +F) % (G / C) BALANCE TO FINISH (C -G) RETAINAGE (IF VARIABLE ) ( RATE ) FROM PREVIOUS APPLICATION (D + E) THIS PERIOD aragB Exte sIon .. . 1 Concrete Piles $ 6,400.00 $ - 0% $ 6,400.00 $ - 2 Foundations $ 8,500.00 $ - 0% $ 8,500.00 $ - 3 Concrete Slab $ 6,500.00 $ - 0 %, $ 6,500.00 $ - 4 Block $ 4,000.00 $ - 0% $ 4,000.00 $ - 5 Tie -Beam $ 6,500.00 $ - 0% $ 6,500.00 $ - 6 Trusses $ 3,250.00 $ - 0% $ 3,250.00 $ - 7 Roof Carpentry $ 9,000.00 $ - 0% $ 9,000.00 $ - 8 Stucco $ 2,500.00 $ - 0% $ 2,500.00 $ - 9 Roofing $ 7,000.00 $ - 0% $ 7,000.00 $ - 10 D all & Framin $ 2,000.00 $ 0% $ 2,000.00 $ 11 $ 2,500.00 $ 0% $ 2,500.00 $ 12 Insulation $ 767.00 $ - 0% $ 767.00 $ - 1 Demolition $ 3,000.00 $ 0% $ 3,000.00 $ - 2 Drywall, Framing & Skim Coat $ 10,000.00 $ - 0% $ 10,000.00 $ - 3 Plumbing (Labor) $ 8,500.00 $ - 0% $ 8,500.00 $ - 4 Electrical $ 9,500.00 $ - 0% $ 9,500.00 $ - 5 New Flooring $ 30,000.00 $ - 0% $ 30,000.00 $ - 6 Interior & Exterior Painting $ 10,500.00 $ - 0% $ 10,500.00 $ - 7 Bathroom Tile Installation $ 7,000.00 $ - 0% $ 7,000.00 $ - 8 Finish Carpentry $ 7,000.00 $ - 0% $ 7,000.00 $ - 9 Cabinetry $ 25,000.00 10 Windows $ 30,116.00 Total: $ 199,533.00 $ - $ - $ - $ - 0% $ 199,533.00 $ - • • M I A M I•DADE -loll MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 fr (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF C T DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NO Residential Steel Overhead Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1121.01 EXPIRES: 02/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. • •• • • • ••• • • • • • • • • •••• • • • •..• • • APPROVED: 00.42 /23)01 • •• •. • • •••. • • . •••• • • • .... •.•• • • • .• • •.•• • • • .. • • • • • • • • • \\ 50450001 \�c2i00\ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com DAB Door Company, Inc. ACCEPTANCE No.: 00- 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: FEB 2 2 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site • • � t all time. The engineer needs not reseal the copies. • • �., • `Failureevd cojnply with any section of this Acceptance shall be cause for termination and removal of • , ...Acceptance. • • • • • • 9. • This Not}oe e€ Acceptance consists of pages 1, 2 and this last page 3. • • • • • • • • . • ..•• • ▪ ...• • • .... • • • • • • • • • • • • • • • •••• • END OF THIS ACCEPTANCE Candido Font, PE. Sr. Product Control Examiner Product Control Division 3 DAB Door Company, Inc. ACCEPTANCE No.: 00- 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: FEB 2 2 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of IVOA.) A. DRAWINGS 1. Drawing prepared by Al- Farooq Corporation, titled "Sectional Residential Garage Door ", Drawing No.00 -18, dated 08/24/00, with last revision on 01/29/01, sheets 1 through 3 of 1, signed and sealed by H. Farooq, PE. B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 00 -904, dated 08/17/2000, signed and sealed by H. M Medina, PE. 2. Test report of Uniform Static Air. Pressure Test Per PA 202 & Forced Entry Resistance per section 3603.2(b)5 on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 00-903, dated 08/11/2000, signed and sealed by H. M. Medina, PE. C. CALCULATIONS 1. Calculations dated 09/14/99; pages 1 through 6, prepared by Al Farooq Corporation, signed and sealed by H. Farooq, PE. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. 00 -T052, prepared by Hurricane Engineering & Testing, Inc., dated 10/13/2000, signed and sealed by A. Vigor, PE. E. STATEMENTS. 1. Affidavit of no financial interest prepared by Al- Farooq Corporation, dated 11/07/2000 signed by H. Farooq, PE. and notarized by R. de la Guardia. 2. Letter of code compliance prepared by Al- Farooq Corporation on 11/07/2000, signed and sealed by H. Farooq, PE. • • • • • • • • • • .... • • . .... • • • • • • • • ... •• • .. •• • • • • • • .... •••• • • • • .... •••• • • • • .... • • • • • .. • • • • . • • .... • • 0 E -1 C. • ido Font, PE. Sr. Product Control Examiner Product Control Division DAB Door Company, Inc. ACCEPTANCE No.: 00- 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: 6 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a sectional steel garage door 16' -2" wide x 6' -6" through 16' -0" high, as described in Section 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The DAB Sectional Garage Door Model 824 and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -18, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation, drawn on 08/24/00, with last revision on 01/29/01, sheet 1 through 3 of 3. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIIVIITATIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 34,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: • • • • • 6.1.1 This Notice of Acceptance. • • • • •• • 6Z..2.• Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly • • • • • • narked to show the components selected for the proposed installation. • • 6#644 . • tiny other documents required by the Building Official or the South Florida Building Code • • • • • (SFBC) in order to properly evaluate the installation of this system. • • • • • •••• •••• • • • • • • •••• •••• • • • • •••• • • • • • •• • • •• • • • • • • • • 2 Candido Font, PE. Sr. Product Control Examiner Product Control Division • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • ••• A: .• • 1/2" 7S rE .IDLER • HNGE • • • • • 0/ (I) 14 X. /8" ISMS• • • 7-1(42.X 18 GA. GGLV. Stf'..• W/ (4) �LIr14 X 1/2" SUS TOP FIXTURE 5 -1/2" X 2 -3/4" X 12 GA. STEEL PLATE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' / •••••••••• • 2/ op0R • •• • • • • • .• •• • SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (6) # 14 X 1/2" S.M.S. ✓ 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS 7 X 7 GALV. AIRCRAFT TYPE Al W/ MINE & TO C1 SAFEETY FACTOR DOOR HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 8' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21° - 7'-3" - - 7' -8" 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18° 2 SECTIONS 21" 5' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -8" 1 SECTION 18" 4 SECTIONS 21° 8' -9" 5 SECTIONS 21" - 9' 8 SECTIONS 18° - 9' -3" 5 SECTIONS 18' 1 SECTION 21" 9' -8" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SEC110NS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21° 10' -8" 6 SEC11085 21" - 10' -9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21' 11' -6" 3 SECTIONS 18' 4 SECTIONS 21° 11' -9" 2 SECTIONS 18' 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12' -6" 6 SECTIONS 18' 2 SECTIONS 21' 12' -9" 5 SECTIONS 16" 3 SECTIONS 21" 13' 4 SECTIONS 18' 4 SECTIONS 21° 13' -3" 3 SECTIONS 15" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18' 6 SECTIONS 21' 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21° - 14' -3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -8" 5 SECTIONS 18° 4 SECTIONS 21" 14' -9" 4 SECTIONS 18° 5 SECTIONS 21" 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' -3" 2 SECTIONS 18' 7 SECTIONS 21" 15' -8" 1 SECTION 16" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" 11 _ 1111 _ 11 1F _ 11 IN 1011E11 11=1 r!A own A>_•I.911111�lAnTII��A1�p�rA1 /A FIW111 _l11 I _ IIII �IIIlI�IIIIli�I����D�I1BU=I1 A1�A ARIA. 4A1 rA A . yil 7 "X3 "X 12 GA. / STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS a CENTER STILE HANDLE OPTIONAL VENT MAXIMUM OPENING AREA 120 5Q. IN. LOCK BAR GUIDES INSTALLED ON END 511LE .18T X .8W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN CENTER STILES lull ll1 ll�ll B' -0" TO 9' -0" DOOR WIDTHS • I'. Il Veil II�Q 12 -0" TO 13' -10" DOOR WIDTHS SCHEDULE 'A' OPTIONAL FLUSH FACE WOOD GRAIN DESIGN CENTER STILES CONFIOURATION 0005 WIDTHS # OF CENTER STILES 8' -0" TO 9' -0` 2 9' -1" TO 11' -10" 2 12' -0" TO 13' -10" 3 14' -0" TO 15' -10" 4 16' -11" TO 18' -10" 5 II�II fl 1111 -I 14' -0" TO 15' -10" DOOR WIDTHS MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR li ®II 1i • 1 Vail (Q_1 15' -11" TO 16' -2" DOOR WIDTHS DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH l U m ZE 00 N g E O ut W w «Q 0 ' N E 13M -j �w .- 2 CC 0 0 N ce N 03 13 DESIGN PRESSURE RATING = + 56.0 PSF ✓ - 64.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS, 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL ✓ 4. ANCHORING OR LOADING CONDRIONS OTHER THAN THOSE SHOWN 114 THESE DETAILS ARE NOT PART OF THIS APPROVAL Engn DR. HUMATOUN FA 000 STRUCTURES 71) PE / 16557 !1 n APROIIEU A5 1dNFLTIro WITH THE SOUTH FLORIDA BUILDING CODE DATF 02-ZZ 0 i BY PR OB73C IMYBO °BB BUILRIN6 COOT COMPLIANCE OFFICE ACCEPTANCE r10.Q0- //2/.O/ 8 4 5 drawing no. 00 -18 (sheet 1 of 3 • • ••• • • • ••• •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • .•• • • • • • • • ••• it GAP X 1-4- X 2" EALVP STREW U.BAR RENFORCINB SS•• TOP 9F PAN& • SSLES•W/N �TW00# 14VXX 46/84 W/ s M••E� EDIATE W/ FOUR # 14 11 3/4" SELF DRILL11J4� S. • • • • • • • • • • • • • () •• •/ • • • • •• A2EINFORCINGXTRUSS 0 BOTTOM OF PANEL 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE REINFORCING TRUSS STILES W/ TWO i 14 X 5/8" S.M.S. / TRUSS FASTENED TO VERTICAL INTERMEDIATE AND TO END STILE STILES W/ TWO # 14 X 5/8" S.M.S. / W/ FOUR # 14 X 3/4" SELF DRILLING S. ✓ AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR./ BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" 5.44,9.0 48" 0.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) / REINFORCING / OPTIONAL STOP MOULDING BY DOOR INSTALLE 2ND SECTION 1 REINFORCING 1 14 X 5 /8" SMS ✓ STEEL TRACK BRACKET FASTENED ' 6 PER HINGE TO WOOD JAMB WITH ONE 5/16" X 2" LAG SCREW 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND SECURED TO SOUTHERN PINE '� END STILE WITH 3/18" POP RNETS 0 12" 0.C, 1/2" X 1 -3/4° X 18 GA. OPEN TUBE • TOP & BOTTOM OF EACH PANEL ✓ 18 GA.X 2 -1/4" X 2" GALV. STEEL U.BAR / REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR iW 14 X 3/4" SELF DRILLING SCR INTERMEDIATE SECTIONS / REINFORCING 0.55 S.C. 1 -7 8" X 2 -5/8" X 18 GA. STEEL CENTER STILE POP RIVETS I1J1 �1 �� 1. # 14 X 5/8" S.M.S. 4/ HINGE 1/2" MIN. 1.9° X 2.19" X 3.3 "X .090" / STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 24 GA. STEEL PANEL / / FLOPS BENT OVER PANEL J 1/2" PUNCHED HOLES 0 4' 0.C. 16 GA.X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4° SELS DRILLING SCR. TOP SECT ON REINFORCING i 3/4" X 2" X 2-1/2" X 18 GA. STEEL END STILE 3 -3/4" MIN. / GE DISTANCE 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED 44.5. & LOCK NUT 7/16' PUSHNUT_ INSTALLED ON ROLLER SHAFT / 18 GA. GALV. STEEL CENTER HINGE SECTION B —@ INTERIOR SIDE 1 1 /4" l''''',N.s1/2" HILTI SLEEVE ANCHORS OR EQUAL '/ 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET Engr. DR. HUMAYOUN FAR000 STRUCTURES.. • FL4 PE # 16557 ROLLER HINGE 1.82" DIA. ROLLER END STILE APPNLIifu A U1 •}4!3116,''!T!1 INE SDUTN FLORIDA 9UILDIgG CODE DATE bz Z - o / 8Y a T CP k D1V §PI i ?! 1011.1M6 ClIOC COMPL1i1IICC OFFICE ACCEPTANCE NO. O0- 112-1. 01 z °D O ° n �F �p N W VO o x § O N 8 z MS o�d�m C w = o °o fi k drawing no 00 -18 sheet 2 of 3j • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR • POP &VETS ✓ 5/16" SLEEVE ANCHORS i 2" • • • • • • WITH 1 -1/4" EMBED INTO MASONRY • • • • • • • • • 3 PER BRACKET • • f4 a GALV, via AOBUSTABLE• • • • • SUDgEg•yyFA9IENED f0// BRACKET • ,I • • • • • M� SCRF!!51•NYTi." HEX MEAD• • • / " / ;" X 13 GA STEEL PLATES 4i4V11:) 2 -1 2 X 4 -1 • • 11104.0 WELDED TO 1 -1/2" X 1 -1/2" X 14 GA ANGLE FASTENED TO TRACK HORIZ. TRACK LENGTH s OPENING HEIGHT PLUS 12" WITH (4) 1/4 -20 SS. BOLT &NUTS ........ ► -�i: NT RE�ICEIRNT • �; • • ✓ g M TS f�,•F'NED TO TEFL ✓ • • RTI TO L WON O° • NED TO : " • • 3/1 "P01ORNETS••• •• 1. CAST ALUM. CABLE DRUM HORIZ. TRACK SUPPORT AS RECD. / BY DOOR INSTALLER 2 -3/4" X 5 -1 /2" X 3" X 12 GA. 1 CALV. STEEL TOP ROLLER BRACKET (DOUBLE FASTENED W/ (6) # 14 X 5/8 S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1.81" DIA X 5" ROLLER SHAFT SECTION A -A OPTIONAL INSULATIONS 8Y 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.O.A. # 98- 0904.04 OR IS0-25 POLY- ISOCYANURATE DENSITY - 2.0 PCF N.O.A. # 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES W/ (6) # 14 X F 5/8" SMS ✓ MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS J min ;.g 0 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 81 82 83 84 85 86 87 98 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. ./ TRACK CONFIGURATION 2° X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/18" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. STEEL STRUCTURE 81 OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. WOOD FRAME BUILDING$ STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID / OR OTTELR O THAN STUDS. (3) 296 PRESSURE TREATED GRADE 2 STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1 J WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 206 W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8" DIA HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WRH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE- BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 3" X 2" X 14 G4 CONT. STEEL ANGLE 2" X 3" X ET GA 12" 0 - FLAT BRACKETS • 12" O.C. CONNECTED TO CONT, ANGLE W/ (3) 1/4" 0 SPOT WELDS HILTI SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK i -1/4" 6" CONC, 1" 6" 3/8 BLOCK 1 -1/4" 7 -1/2" CONC. i -1/4" 9" MIN. EDGE DISTANCE TYPICAL CONC.= MIN. 3000 PSI ALTERNATE TRACK INSTALLATION 'Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA PE / 18557 u 2 -1/8 "X 1 "X 14 GA. GALV. STEEL TRACK FAENED /ST( 1/4-20X5/8" TO TRA PLATES K SLOTTED M.S. &LOCK NUTS HD. APPROVED AS COHPLYi66 VITH IRE 000114 FLORIDA F,01L0IR6 CODE DATE 6Z- Zz -o7 BY PROD UILDIRG CODE COMPIJII6CE OFFICE ACCEPTANCE 110. _00 - 1/71. 0) i 0 01 01 drawing no. 00 -18 (sheet 3of 3 ) MIAMIDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Lumber Co. 2431 N.W. 20th St. Miami ,FL 33142 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Framed Block Glued Core Outswing Flush Wood Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0718.04 EXPIRES: 09/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \s045000I \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Florida Lumber Co. ACCEPTANCE No.: 01- 0718.04 APPROVED : SEP 0 5 2001 EXPIRES : September 28, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0922.02, which was issued on October 14, 1998. It approves a wood door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Framed Block Glued Core Outswing Flush Wood Door and its components shall be constructed in strict compliance with the following documents: Drawing No 99006, Sheets 1 and 2 of 2, titled "FBMA Framed Block Glued Core Wood Door," prepared by manufacturer, dated 12/6/99, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The wood door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of these units will not require a hurricane protection system 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. At/ ked Manue ' erez, P.E. Product Contro finer Produ t : itrol Division Florida Lumber Co. ACCEPTANCE No.: 01- 0718.04 APPROVED SEP 0 5 2001 EXPIRES : September 28, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Manu- Perez, P.E. Product Contro Prod t trol Division mer DOOR AND FRAME SYSTEM REM * DESCRIPTION (WOOD STAVE CORE) 1 DOOR 800EL FRAMED BLOCK GLUED CORE p508508 OR APPROVED EQUAL WITH NOA 2 IJR300 7-ASTRAGAL. WITH (2) 1/8' WHO) 40A 5 -1/4 1056 5T. PIPE 5)85105 BORED TO CLEAR /3. WITH CLUE 7/16' X Y 15" OC, & (16) /8 X 2" FMVS (4 EA 5)00 aF SLEEVE). WEATHERSTRIP - BCI4LEGE3. 0005-850 3 AT TOP THERE ARE C THICK FS AT BOTTOM 60 A FRAME DOORS 6 1548000 ENGAGE 05 41 DRILLED UPPER AT BOTTOM. ALUMINUM THRESHOLD. 4 SINGLE SURFACE DEAD BOLTS - MFR & MODEL f. WON A MODIFIED M A GG 0)10. 1.006 RZ)NPOI4CER OlB 7 / 5 U C. egL nT CONCEALED 0.120 16 PLATER 5700). REINFORCING PLATE. 1 KWIK5ET *686 04 SCHLAGE *81805 5 PASSAGE LOCK - MIA & 140130. f. CENTER 36" FROM BOTTOM OF D 0.050' THICK BRASS STRIKE KWIK5ET #2001 0 SCHLAGE *110)1 6 5MGLE CYLINDER OEM BOLT - MFR & MODEL *. CODER 8" ABOVE PASSAGE LOCK. STRIKE ASSEMBLY CONSISTS OF 0.082' THICK BRASS SURFACE STRIKE WITH A CONCEALED 5.156" THICK, PLATED STEEL REINFORCING PLATE KWIKSET *860 0 SCHLAGE *8180N 7 MOM TOP OF DOOR SCREWS - TO DOOR: (454 f9 *X 3/40R� TOO #14440A UPC. CENTER 0 " 6-3/4 rllWs AND 64' & (1) *8 X 2 -1/2' FHWS. JAM FHVIS 8 4' X 4" BUTT FINGE - HAGER #1841 OR PENROD T*6840AUWS. CORER 31 -3 4" AND 58' FROM TOP OF DOOR. SCREWS - TO DOOR: (4) *9 X 3/4" PAWS. ID JAMB: (3) *9 X 3/4" FFIWS & (1) *e X 2 -1/2" FHWS. 8 THRESHOLD -MOD0. I,IRIQO (DEPTH X NOSE HEIGHT) WIHRSTRIP- SCHLECEL MODEL * 2 -1/2" X 1 -1/6'1 2 -1 " X 7/6" 1 3" X 1 -1/8" *0D5 -850 1 *8135 -850 OR *0E8 -928 10 WOOD FRAME - 1 -1/4' X 4- 8/16" OR 5-1/4" PABBETTED AND KERFED FOR WEATHERSTRIP. EACH CORNER WAS CAULKED AND ATTACHED WITH (3) 3/4" X 2" GUN DRIVEN STAPLES. WEATHERSTRIP - SCHLEGEL *005 -850. 11 HEAD PLATE TO MATCH FRAME - 6511 3/8' PLYWOOD ATTACHED HRH CLUE & 3/4" STAPLES 1' TO 1 -1/4' FROM EACH EWE & 8 -3/4" (AVG) 0.5 AND (3) STAPLES PER JAMB. WEATHERSTRIP - 5CHLEGEL MODEL f I fops-65o OR [ QE13-928 12 2' X 3' X 0.007" NNW. FLAP CLUED TO BOTTOM OF ASTRAGAL. 13 FRAME SGREWS TO 20 WOOD BUCK - {10 X 2 -1/2' FHWS. 8' FROM CORNERS & 24' CC (MAX). FRAME JAMBS AND 0 HEAD 6" FROM CORNERS AND 20" 0.0. MAX. 13a FRAME SCREWS TO MASONRY - 3/18" FN TAPOONS W/ 1 -1/4" MIN. EMBEDMENT INTO MASONRY, SPADING 15 SAME AS ABOVE 14 PEMKO *588 SELF AOHESNE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH DOORS. POMKO *588 AT OUTSIDE EDGE AT LOCK 511LE OF ACTVE DOOR I OMTTEO 15 PERKO *34069 RNN DRIP & SWEEP ATTACHED WTR *6 A 5/6" RHSMS O 6" 0,C. 16 PM /041061ER AT BOTTOM OF EACH JAMB. 1' X 2" X 3/16" SELF ADHESIVE PILE PM, PM /05ERIER AT BOTTOM OF ASTRAGAL. LUMBER 1.75' WOOD PORTION ITEM #9 J —R 4100 THRESHOLD WOOD & ALUM W/ QDS WEATHERSTRIP 2.5' OR (1) *10 X 1" F11W5 2" FROM EACH END AND 10" OC (SIX TOTAL) (1) *10 X 2 -1/2" FHWS, 4 -1/2" TO EACH 510E OF CENTERLINE (IWO TOTAL) . ALUMINUM OR .250(r (1) *10 X 2.5" FHWS AT CENTERUNE (1) 12" TO EACH SIDE, AND BALANCE 10" OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0" ALUMINUM EXTRUSION 6" MAX. (7YP.) 24" 0.0. MAX. OW) OW) CLEAR GRADE DOUGLAS FIR OR E0. rB 20' MAX. 0 L k 6" MAX. (18.) 20' MAIL r(TYR) 0 B 0 8' MAX. (TYP.) 24' 0.C. MAX. (IYP.) 1 DESIGN PRESSURE RATING +50.1 PSF —67.8 PSF THESE DOORS DO NOT REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. 75' MAX. WIDTH ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES �c KERFED FOR WEATHERSTRIP 1' A -5 MARINE 8 -PLY PLYWOOD (2) EACH 3/8" SCHEDULE 40 STEEL PIPE SLEEVES 8 -3/4" LONG BORED TO CLEAR THE FLUSH BOLT. (1) AT EACH END OF THE ASTRAGAL. 38 1/4 " MAX, WIDTH APPROVED AS COMPLYING VNTH THE S0UTHfVOIDAaB WING ODE y3V U I; BY O ,, i PRODU T CO -OL DIVISION ' BUILD) ODE COMPLIANCEO ACCEPTANCE NO,C)1.^c'1) ¶r0C. Drawn by E.D. & D. Date: 12/6/99 Revisions: ORIDA LUMBER CO: 2431 N.W. 20 ST ' MIAMI, FL 33142 -0977 -riL.: ,3DS 6'+S 6L( /Z. Drawing #99006 Drawing Title: FBMA FRAMED BLOCK GLUED CORE WOOD DOOR Page 1 of 2 O 0 6" MAX. (18.) 20' MAIL r(TYR) 0 B 0 8' MAX. (TYP.) 24' 0.C. MAX. (IYP.) 1 DESIGN PRESSURE RATING +50.1 PSF —67.8 PSF THESE DOORS DO NOT REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. 75' MAX. WIDTH ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES �c KERFED FOR WEATHERSTRIP 1' A -5 MARINE 8 -PLY PLYWOOD (2) EACH 3/8" SCHEDULE 40 STEEL PIPE SLEEVES 8 -3/4" LONG BORED TO CLEAR THE FLUSH BOLT. (1) AT EACH END OF THE ASTRAGAL. 38 1/4 " MAX, WIDTH APPROVED AS COMPLYING VNTH THE S0UTHfVOIDAaB WING ODE y3V U I; BY O ,, i PRODU T CO -OL DIVISION ' BUILD) ODE COMPLIANCEO ACCEPTANCE NO,C)1.^c'1) ¶r0C. Drawn by E.D. & D. Date: 12/6/99 Revisions: ORIDA LUMBER CO: 2431 N.W. 20 ST ' MIAMI, FL 33142 -0977 -riL.: ,3DS 6'+S 6L( /Z. Drawing #99006 Drawing Title: FBMA FRAMED BLOCK GLUED CORE WOOD DOOR Page 1 of 2 FACE SHEETS: 7 —ply construction. Face veneer sheets securely adhered to core. Combined thickness of each face panel is 1/12" min. DOOR INFILL Consists of 1 -3/4" thick wood core blocks, any length, joints staggered, blocks glued together on all sides. If core is spliced, it must be reglued. TYPE 1 adhesive for exterior use is required. STILES AND RAILS Are of solid Douglas Fir wood construction. Stiles, toprail & bottom rail are all to be 1" minimum face X 1 -3/4' thick. Stiles and rails must be securely bonded to stave lumber core. CORNER CONSTRUCTION Butted and the ends of all intermediate frame members are coped to tightly fit the intersecting frame and attached. MAXIMUM WIDTH 38 1/4" 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" SECTION MINIMUM EMBEDMENT 1" C —C MAXIMUM WIDTH 75" 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" SECTION A —A MINIMUM EMBEDMENT 1" 2 X WOOD BUCK INTERIOR 1 3/4" MIN. THICKNESS MAX. HEIGHT 97 /4" SECTION B —B ITEM #4 LOCK REINFORCER BY M.A.G ENG. MODIFIED pp; AID' 243i N.W. 20 Si . w 3 n I42 77 LL60-ZPLEli ld 'IWVUW AS OZ 'M'N ICI ". )O- a88Will VQU IO?I i4q4 .3b•5-- 6a5- 1 APPROVED AS COMPLYING WIN THE ayU �I PROCU' T • ROL DIVISION 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND.OI-01 t Ss. C)y Drawn by: E.D. & D. Dote: 12/6/99 Revisions: Drawing #99006 Drawing Title: FBMA FRAME BLOCK GLUED CORE WOOD DOOR Page 2 of 2 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: DATE: .7 1 ( -7 Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) J -.S Ja 3 Address: 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 t eantinue permitting process. Acknowle 1ged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET c 6.4 1-ce c O 40. fee /24.3 1'! I -WE F6C° OS- /DS «tcj 01iY41 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 TERMITE PRETREAT SPECIALISTS DILIGENT Environmental Services 866 - PRE -TREAT 800 - DILIGENT FAX 800 - 837 -8311 TermitePretreat.com State License JB94495 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) Os-oej PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITE SERVICES 1 OSQUITO ABATEMENT I RODENT & NUISANCE WILDLIFE EXCLUSION & REMOVAL SERVICE ORDER NUMBER SERVICE DATE G IME WEATHER CONDTIONS DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME STRUCTURE ADDRESS (LOT /BLOC "5 NtEGLI�- CONTACT PHONE NUMBER NOTES CONTACT PERSON CITY, STATE, ZIP CODE 1 1 63`C'YNI TREATMENT TYPE/A11EA CI FLOATING ONOLITHIC ❑ CUTOUTS ❑ FOOTERS ❑ PATIO 0 GARAGE 0 DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE ❑ TAMP & TREAT EAT ONLY ❑ FINAL ❑ RETREAT ❑ BORA CARE TREAMENT 0 BAIT STATION OBUILD TC ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT CONCEN . A 0 .5% 0.23% SQUARE FOOTAGE ---CC-1 SQUARE F •.• GE VERIFIED 0 NO JOB R�f71rIONS MET ❑ NO ❑ OTHER GALLONS APPLIED is 0 LINEAR FOOTAGE ❑ MEASURED OR VERIFIED PER PLANS DETAILS SAFETY CONDITIONS ••••u w••••••• • ;04!"414 s •. • ♦ •• •• i •n1"u EA 10:n 2 •` iv i� I : ♦ i V 4 •9 R' • ?: •..... ••••''•� As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line {TERMITE MONITOR INSTALLED ❑ YES ❑ NO} FINAL STICKER O ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including b t n • 'limited to: collection service fee, attorney's fee, finance charges and non - sufficient funds ent fe Customer will be re sibs r paying osts ass•ciated with any collection process. Applicator (D Services, Inc.) Cu party Owner or Agent) mnmm W.▪ cexcASan�rcee ~^/ IW.O lite Corporate 3100 NW Boca Raton Blvd. I Suite 106 I Boca Raton, Florida 33431 1 800.487.8190 800 - DILIGENT 800Diligent.com MAY (} 5450 Griffin Road, Davie, FI. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe @arch - engr.com February 27, 2007 Bodax Foundations, Inc. 1101 NW 55th Street Fort Lauderdale, FL 33309 RE: Pile installation certification Proposed Addition 1300 NE 4`h St. Miami Shores, FL Os- iO/ This is to certify that on February 20, 2007 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of seven (07) piles were installed at depths and locations shown in the attached pile installation log and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprobe Engin PAUL P Reg. No Cc: Enc. g & Testing, Inc. Cli Bejar Construction Engineer ing zx thy; ss f sctene nd'te h l 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 1 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: 4 #7's w / #3ties 14" o/c 4,000 psi 35 tons PROJECT: Proposed Addition CONTRACTOR: Bejar Construction ADDRESS: 1300 NE 94th Street CITY: Miami Shores, FL Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: 02/20/07 1 1 2:48 20 0.80 66 1.19 1.49 70 Start 9:10; Tarmac #1460 2 2 2:50 20 0.80 69 1.24 1.55 70 Arrived 9:00; 9 c.y. 3 3 2:44 20 0.80 72 1.30 1.62 70 4 4 2:39 20 0.80 70 1.26 1.58 70 5 5 2:56 20 0.80 78 1.40 1.76 70 6 6 2:39 20 0.80 70 1.26 1.58 70 7 7 2:44 20 0.80 68 1.22 1.53 70 Stop 11:00 8 9 10 11 12 13 14 15 16 17 18 19 20 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: 4 #7's w / #3ties 14" o/c 4,000 psi 35 tons PROJECT: Proposed Addition CONTRACTOR: Bejar Construction ADDRESS: 1300 NE 94th Street CITY: Miami Shores, FL 5450 Griffin Road, Davie, Fl. 33314 Tel: 954- 584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe @arch - engr.com PILE LOCATION SKETCH 954431•527 APR -11 -2006 02:22 AM BCI NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. / c STATE OF FLORIDA: COUNTY or MIAMI -DADE: 9544314627 TAX FOLIO NO, 11 '" THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1, Legal description of property and street /address: VII I6. 0. I &' P.01 111111111111111111111111111111111111 CFN 2006R037021 1 OR 8k 24401 Ps 08761 (1v9) RECORDED 04106/2006 13:56 n 16 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY ► FLORIDA LAST PAGE d 2. Description of Improvement: 3. Owner(s) name and address: Interest in property: 116 �s. Ode r312 • B • 142111M11 ;.; Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: 1111M5111M11111STWIlli 111710 by owner from contractor, If any) 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be sep'ad,a Provided by Section 713.13(1)(a)7,, Florida Statutes. u s Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the t,lenor's Notice as in Section 713.13(1)(b), Florida Statutes, Name and address: 9. Expiration date of this Notice of Commenceme dill t date IS = ec il 1�� `M Sign : of Owner Print •, L ner's Name ESL) \e'' 1 Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123 .01.s2 PAGE 4 2A02 t:th Iratlon date is 1 ear ;� k1 u • k C1 a lit iu from the date of recording Its a ± Th Ll r.? Notary Public, State of Florida My Gomm, expires May 16, 2009 No. 00 430192 0 • Prepared by Address: r SPECIAL INSPECTOR Date: August 31, 2005 To: Miami Shores Village 10050 N. East rd Avenue Miami Shores, Florida 33138 NOTICE TO BUILDING & ZONING D EMPLOYMENT AS SPECIAL INSPECTOR THE FLORIDA BUILDING CODE I, (We ) have been retained by Mr. And Mrs. Heller, to perform special inspecting services under the Florida Building Code, at the project located at On the below listed items as of the date listed aboveI am a registered Engineer licensed in the State of Florida. Process Number. # 051081 [ ] Special Inspector for piling, E13C 1822.1.20 [ ] Special Inspector for trusses over 35 FT long or 6 FT high,FFl3C 2319.17.2.4.2 [ V] Special Inspector for Reinforced Masonry, FBC 2122.4 [;1] Special Inspector for Steel Connections, FBC 2218.2 [ ] Special Inspector for Soil Compaction, FBC 1820.3.1 [ ] Special Inspector for Precast Units & Attachments, FBC 1927.12 [1.-r- Special Inspector for V 1101 =a;7I ' Note: Only the marked boxes apply. The following individual(s) employed by me or this firm are authorized to perform inspections.* 1. Emilio A. Sanchez 2. Francisco Escobar • Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect graduation from an engineering education program in civil or structural engineering, graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (We) will notify the Building Department of any changes regarding authorizing personal performing inspection services. • •• • • • • • ••• • . I We) understand that a Special Inspector's inspection log for each building must be displayed inn a • • • • • • •.donvvnient location on the site for reference by the Building inspectors. All mandatory inspections, as • • •••• • • requijed by the Florida Building Code, must be performed by the County. The inspections from the • • • ; • rij l ing Department must be called for on all mandatory inspections. Inspections performed by the • • $pgcjal Inspector hired by the Owner are in addition to the mandatory inspections performed by the • • • • : • jpairtment. Further, upon completion of the work under each building permit, I will submit the •••• • gripleted inspection log form and sealed Statement of Compliance shall state that to the best of my • • • • • 4wwledge, belief and professional judgment that portions of the project outlined above meets with the • • • • • • intent of the Florida Building Code and in substantial accordance with the annoyed plans. • • • • • • •• • •••• • • JOSE A. SANCHEZ P.E. CONSULTING ENGINEERS 5001 S.W. 74th CT., SUITE 102, MIAMI, FLORIDA 33155 PH. # 305 - 6684555 FAX # 305 -668 -2206 E -MAIL: JASPE @BELLSOUTH.NET STRUCTURAL P.E. #40227 CASA HELLER. Index of Calculations I. ROOF LOADS AND UPLIFT SHEET 1&3 II. DESIGN BEAM. SHEET B -1 III. PRESSURE WINDOW AND DOOR. SHEETS WD1 TO WD -3 IV. FOUNDATION DESIGN SHEET F -1 V. REINFORCED MASONRY. SHEETS RM -1 TO RM -3 VI. PRIVACY WALL DESIGN. SHEETS PW -1 TO PW -3 VII. SLAB DESIGN. SHEETS SL -1 TO SL -3 JOSE A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL P.E.# 40227 5001 S.W. 74th ct. #102 MIAMI, FL 33155 (305)668 -4555 FAx (305)668 -2206 E -MAIL: jaspet'bel1 south. net SHEET NO: (9 OF: CALCULATED BY: 0"vprt.) DATE; CHECKED BY: DATE: SCALE: ■ iri1i11■111111i■i■■i■i■i ■1111■■■i111111i11 ■■ 1111■■■■ ■1111 M■11►■111111 1111■■■ ■■■■■■■i OMMEM ■I■11■■n■■■■■■■■ ■ ■ ■■ ■11111 EMIERI1111111111 ■■ 1111 ■■r ■ ■ ■N =1111■1111 ■■■1111■■■■■■■ M1111 11111111M1110111NIMI11111111111111111111111 '�__ --_ 1 IIIIIMEEMEITEMEMEMZEIZIEWES1111111 1■ .. V4 N ■ ■- ■ ■ ■■ ■ ■ ■. ■ ■NiME icME►IC SI' 111111111111111111111111111111111E11111111111111111111111 ME ■ ■ !TR i'ci IMILT11'► W EIE TZT11..�7 r"i■■ ■ ■ ■111■11aCI111111 i o k ► a 11■■ IIINIONEIRMITIMMINCEINVIIIIVEMZERMO MILWARINIMINSWEIBERIMMINERINIEU - -1F i I ' JOSE A. SANCHEZ, P.E. MIAMI, FLORIDA Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : CASA HELLER JOB NUMBER : 0558 DESCRIPTION : UPLIFT ROOF * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 27.0 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z = 22.0 FT Kz = 0.92 DATE : 7/19/05 qh = 50.2 PSF qz = 50.2 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.414 0.414 0.414 GCp ( -) -0.857 -1.798 -1.798 PRESSURE(psf) 29.8 29.8 29.8 VERT. COMP. 28.3 28.3 28.3 HORIZ. COMP. 9.4 9.4 9.4 SUCTION(psf) -52.1 -99.3 -99.3 VERT. COMP. -49.4 -94.2 -94.2 HORIZ. COMP. -16.5 -31.4 -31.4 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 19.5 FT CORNER DISTANCE, a = 3.0 FT JOSE A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL P.E.# 40227 5001. S.W. 74th Ct. #102 MIAMI, FL 33155 (305)668 -4555 FAX (305)668 -2206 E -MAIL: jaspe@bellsouth net soa: IA`Pk LLB SHEET NO: ��. \ _\ OF: CALCULATED BY: ►"1 DATE; 2—L13:11.... �� CHECKED BY: DATE: SCALE: ■■■itiir■■i■■i ■ii■■i ■ ■■iiii■ ■■iii ■■■ ■■■■ ono mom 1111 ■ 1111■■ ■ ■11 ■ ■■ ��■r■i�■■�■�i ■■■ 1111 111111111111MIMIESSIENNEENNIMEMEMIMMIMMI ■11■1111111■■■■111111m1111111111111■■■■■■■■■11 11N1111�11 . i � ■ ■[i�t��,�1 ■■ 1111■■ 11n1111r11111111 ■■■11■111111i■■■■■ 1111■ ■■■■■1111■■■■■ n■ ■1111110,1■. ► � ► ■ m ■■■■■■■■■■1111 ■ ■ ■ ■ ■i■ ■■fir. ■ii�r■■n■■■ ■■11■■ ■1111111111111111 ■■■�■■■■■�■■■ 1111 I11 ■11111 11.. IFi w Irk INE111i 1111 ■■■111111 ■■■r ■ ■ ■� ■��■��■rr��■� ■ ■■■■11111111■■■■■■■11i■n■1111 1111■■ 1111■■■■■ ■1111■ 111111111111111111i■11nn11i■■ MMMIMIMMIMIMIIMIIIIIMIIIMIIIIIMIIIIIIIIMIII • ■■■■■■u■■■■■11 E i +1>•TIMMEh. . f 111111011111111111111111111111MMISEMMUMMBE ■■■■1111■1111■ ■ ■11 EGIN11■■ ■■■ ■N 111111111111111111111111111111111111111111111111111111111111111110111M1 111111111111111111111111111111111111111111111111MEIMINNII 11111111111111111111 11111111 ■ ■■1111■■■■■■■■■ ■ IMI 111111111111111 IMMO MEIER JOSE A. SANCHEZ, P.E. MIAMI, FLORIDA Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : CASA HELLER JOB NUMBER : 0558 DESCRIPTION : REINFORCED MASONRY * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 38.0 FT2 MEAN ROOF HEIGHT = 22.0 FT DISTANCE, Z = 22.0 FT Kh = 0.92 Kz = 0.92 WIND LOADS WALL AREA 4 5 GCp ( +) 0.898 0.898 GCp ( -) -0.998 - 1.195 PRESSURE (psf) 54.1 54.1 SUCTION (psf) -59.1 -69.1 a 4 b DATE : 7/19/05 qh = 50.2 PSF qz = 50.2 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 19.5 FT CORNER DISTANCE, a = 3.0 FT 11- TABLE - FLEXURAL, RESTSTANC`E OF RETNFORCEj CONCRETE MASONRY • CONSTRUCTION. Single-Wyche 8 -inch Hollow Loadbcaring Concrete Block Depth (d) = 3.81 in. Allowablc.Stccl Stress = 24,000 psi Bar Space, Size In. Nos. 3 4 3 4 4 5 3 5 E Resisting Moment in flexure,. M ., in- lb /ft. of Wall Length f'm 1000 psi f'm 1500 psi • f'm 2000 psi 40 2831 2862 2332 32 3495 3537 3563 48 4233 4289. 4324 24 4641 4704 4744 40 5046 5113 5162 32 6253 6349 6410 48 6493 6595 6659 . 16 - _ 6891 7002 7072 40 7581 - -- 7312 7894 24 7783 8377 • 8467 3060 9130 9232 32 _3214, 96p0 9770 40 8600 10932 _ _ 11063 16 8995 11701 12506 4 +8 8995 11701 12506 24 9088 11831 12907 8 9283 12105 32 13704 40 9283 12105 13704 40 9557 - 12492 _14893 _ 9863 12926 15549 24 10198 13406 16156 32 10270 13510 16288 16 10379 13667 16487 40 10436 13748 16592 43 10605 13994 16904 32 ' 11155 14795 17932 8 11200 14861 18017 24 11200 14861 18017 40 11200 14861 18017 16 11506 15313 18602 32 11922 15935 19409 .24 12087 16132 19733 16 12508. 16821 20572 8 12614: 16981 20784 24 12842 173;2 21249 16 13369 18152 22343 8 13702 18677 23051 16 14085 19238 23881 8 14610 20142 25055 8 15353 21381 26787 8 15934 22330 23213 5 6 4 7 5 3 6 7 8 6 7 5 8 9 3 4 7 9 6 9 8 7 5 p9 8 6 9 7 a 9 • 131 f'm 2500 psi 2395 3581 4348 4771 5194 6453 6704 7121 7951 8531 9354 9847 11155 12616 12616 13022 13329 13329 _15033_ 16084 16734 16377 17091 17202 17540 13651 18742 15742 18742 19378 20259 20613 21535 21769 22282 23499 24291 25225 26556 28545 30203 • f'm 3000 psi 2905 3595 4366 4792 5217 6435 6738 7153 7995 3579 9409 9906 u 11226 12700 12700 13109 u 13924 13924 ti 15140 - 16593 13359 187_59 - -19154 - - 19281 19669 20953 21060 N 21060 E 21060 21798 22322 23236 24314 24539 �? 25193 26627 27565 23673 30273 32679 34715 • JOSE A. SANCHEZ, P.E. MIAMI, FLORIDA Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : CASA HELLER JOB NUMBER : 0558 DESCRIPTION : PRESSURE WINDOW * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 22.0 FT DISTANCE, Z = 22.0 FT Kh = 0.92 Kz = 0.92 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 59.3 59.3 SUCTION (psf) -64.3 -79.3 a 4 b DATE 7/19/05 qh = 50.2 PSF qz = 50.2 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 19.5 FT CORNER DISTANCE, a = 3.0 FT JOSE A. SANCHEZ, P.E. MIAMI, FLORIDA Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : CASA HELLER JOB NUMBER : 0558 DESCRIPTION : PRESSURE DOOR * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 56.0 FT2 MEAN ROOF HEIGHT = 22.0 FT DISTANCE, Z = 22.0 FT Kh = 0.92 Kz = 0.92 WIND LOADS WALL AREA 4 5 GCp ( +) 0.868 0.868 GCp ( -) -0.968 -1.136 PRESSURE (psf) 52.6 52.6 SUCTION (psf) -57.6 -66.1 a 4 b DATE : 7/19/05 qh = 50.2 PSF qz = 50.2 PSF P = gh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 19.5 FT CORNER DISTANCE, a = 3.0 FT G 1 SAI: SLAB - Flat Plate, Slab and Waffle Design Version 1.42 - 07/13/88 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Boca Raton FL 33432 (407) 392 -6597 000 nonono000000Onommo000000DDOOOOOOOUDD000Ononon000000nn000 0000 000000OO0000000 nDD00000OOOOOOO0000OOOOO00000000DonO000 Input data filename: HELLER2 DATE: 7 -19 -2005 TIME: 12:29:35 PROJECT: GROUND FLOOR SLAB ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES YES NO NO TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 4 4.0 60. 316.2 60.0 145. .01 .01 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD feet feet in in in feet 2 13.5 9.5 7.0 .0 .0 9.5 3 13.6 9.5 7.0 .0 .0 9.5 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 35.0 9.5 .0 13.5 3 DL 35.0 9.5 .0 13.6 2 LL 40.0 9.5 .0 13.5 3 LL 40.0 9.5 .0 13.6 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 DL .1 2.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S .00 .00 .00 .00 ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (MT,MB kip -ft; V kips) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 BEAM NO. 2: MT: .0 9.5 16.2 20.0 21.1 19.4 15.0 7.8 -2.2 -14.2 -26.1 MB: .0 6.4 10.6 12.7 12.8 10.7 6.6 .4 -7.8 -18.9 -34.8 V: 7.4 6.0 3.9 1.8 .7 2.6 4.6 6.7 8.7 10.8 12.1 1 BEAM NO. 3: MT: -26.1 -14.1 -2.0 8.1 15.3 19.8 21.4 20.3 16.3 9.6 .0 MB: -34.8 -18.7 -7.5 .8 7.0 11.0 13.0 12.9 10.7 6.4 .0 V: 12.2 10.8 8.7 6.7 4.6 2.6 .7 1.9 3.9 6.0 7.4 ** *REACTIONS * ** • COL R D/T 1 8.1 .75 2 25.7 .75 3 8.1 .75 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .05 3 .05 ** *MIDDLE STRIP * ** LEFT 1< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 8.44 -8.71 GR WKG .00 .17 -6.53 COMB ULT .00 12.61 -12.85 COMB ULT .00 .24 -9.14 BEAM NO. 3: GR WKG -8.71 8.57 .00 GR WKG -6.53 .30 .00 COMB ULT -12.85 12.80 .00 COMB ULT -9.14 .42 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM 2 3 UL REVL .00 .00 .11 .00 ** *COLUMN STRIP * ** UM REVM ;ASR UR REVR DL DM DR ASMIN .11 .00 .53 .11 .00 5.5 5.5 5.5 .72 .11 .00 00 j .00 .00 5.5 5.5 5.5 .72 LEFT 1< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 12.66 -26.13 GR WKG .00 .26 -19.59 COMB ULT .00 18.91 -38.55 COMB ULT .00 .36 -27.43 BEAM NO. 3: GR WKG -26.13 12.86 .00 GR WKG -19.59 .46 .00 COMB ULT - 38.55 19.21 .00 COMB ULT -27.43 .64 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM 2 3 UL REVL .00 .00 .34 .00 UM REVM .16 .00 .17 .00 ** *SLAB TWO -WAY PUNCHING SHEAR * ** COL VU psi UR REVR DL DM DR ASMIN .34 .00 5.5 5.5 5.5 .72 .00 .00 5.5 5.5 5.5 .72 VMAX V -PU V- TRAN,L VTRAN,R PU MU AC JC CL CR VLAM psi psi psi psi kips kip -ft sq in in *4 inches 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 3 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB Elapsed Time: 0 min 0 sec y' -0112) 3 705E A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL P.E.# 40227 5001 S.W. 74th Ct. #102 MIAMI, FL 33155 (305)668 -4555 FAX (305)668 -2206 E MAIL: jaspe@bellsouth.net. SHEET NO: _1 OF: CALCULATED BY: Efqi.U.E..._ DATE CHECKED SY: DATE: SCALE: 111111111111111111111=111111111111111111111111 _l 111111111111111u1111l11 1cr THINE11111111111111111111111 1111111111111IMMI munerminunon mizmuni ■III.uIIt•111Ir7111iin ommori im 111111111111111nOMMI MINI EC ird milliallirp1111111/1111nan 1111 !li11 '?111 Bir. i irll ■ MEM 11111111FAMITM ENE NMI JOSE A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL P.E.# 40227 5001 S.W. 74th ct. #102 MIAMI, FL 33155 (305)668-4555 FAX (305)668-2206 E-MAIL: jaspektellsouth.net • j°8: SHEET NO: OF: CALCULATED BY: Ftyvt)y DATE; CHECKED BY: DATE: SCALE: • IIIIIIII 1111111111111111111111111EMISMEIMPATMINE11111111111111 11111111111111111111111111riummummaiiiiiiimmilINIMIll 11111•11111111MENIERIMINIMMEMMIINENNO 111110111111111 111111.11111MMIMME111111111111111 '.1-111111:1111 111111111111111MEZEIMMEMOM111111111111111111011111111111 11111111hommummilmormav unsuanamMIZE z: (1 111111111111E1111111111111=1111111111111111111111111111111MMEMZEI 111111111111111111111111011111111111111111111111R1111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111MM. 11111111111111111inummainemiliiiii11111111111111111111111111111111111 111101111111111111111111MIMMIENIMEIMMINE11111111111111 11111111111111111FREatioliziAM ANENEUMMINIMINIII 1111111111111MEAMMEGVall 111210111111011111111 01111111111111511EMEMEMIE111111M (01 MEM NINIMINIMMENZINIEMNIERIMEMINE 0, MEM 111101111111111111111111111111MINEMMENIUMftwwww111111 1111M111111111111111111111111111M11111111111 IIMICIERIMINEM113111111111111111 111111111111111111111111111111111111111111111111111.11111 10111111 IMMINFINNIGIENIMUM1111111111111W RARE= =EMI 111111111111111111 NIIMIZIFAIIIBMSIIIMIW 0 111111111111111M111111M3111111111111MMINIMINIIIIIIIIIIIIII 1111111111111111111111111111111=11111111 1111111111C-MOSEIMISIMMIN 11111111110M1.111111111111111111111 11111111111M1=- 1111111111111E- sASINEMEI. • JOSE A. SANCHEZ, P.E. CONSULTING ENGINEERS STRUCTURAL P.E.# 40227 5001 S.W. 74th ct. #102 MIAMI, FL 33155 (305)668 -4555 FAx (305)668 -2206 E -MAIL: jaspeftellsouth.net 308: \-\ u ,.i , SHEET NO: _ OF: CALCULATED BY: F,(1 `( DATE; 1j CHECKED BY: C DATE: ` SCALE: 1111111111111111111111111111111111111111111 1r1rrr+rr�rrrlrrirrrrrrr 1111111111111111111111 ■rrrrrrrr rrrrlrrrr rrr ®NMI IlliiiiiiIMEMENIEME11111111111111 MEMO tiIft1tiI_ipIiIIIIlIIiuIiI _ immuommunlimingemmommemm um 1rr0 IfffilECIRM1411111PREIMI MIMI 1111 1rrr�lrrrrrrrrr,ISi�i�ri� 11111 1rrr�r�rrrrrrrllrrr% 1111 111111111111111111111111 11311111111 min n1111 r��r ■ 11111111 1111 IUUIIrr1r1111r1r � 111111111111111110 11 1111 1111111111111111111111111111BEEMBINIEMENIMil rrrr rrrrrrrrrrr11Nii1111t1l .!l111[rr �' �I■ A 111E rn rRE lIUI A I=m-i'HhIf r /il1._"r{I��iiiirri ■■ 1111111111111111111111111111 ■■1111=1111rrrrrr 1111 Irr ■■■■Srrrrr11111111r 1 Copyright 2000 by 4. CUSTOMER : CASA HELLER JOB NUMBER : 0558 DESCRIPTION : PRIVACY WALL JOSE A. SANCHEZ, P.E. MIAMI, FLORIDA Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 22.0 FT DISTANCE, Z = 15.0 FT SIGN HEIGHT = 8.00 FT SIGN WIDTH = .67 FT GROUND LEVEL SIGN WIND LOADS H/W = 11.94 C = 55 ** *SOLID SIGN * ** Kh = 0.92 Kz = 0.849 DATE : 7/19/05 qh = 50.2 PSF qz = 46.3 PSF NOTE: The load, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution of the force through the center of pressure should be checked. Refer to ASCE 7 -98 Table 6 -8. MiAMl-DADE. .M IAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Budding Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined. by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE :COMPLIANCE OFFICE METRO -DADE 1 LAGLLR BUILDING' 1401NC.ST rLAOLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30.1563 (305).375.2901 FAX (305)375-290S con :I. /cr t LICENSING SECTION (303) 375.2327 FAX (303) 373 -2SS8 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX (303) 375 -29D8 ?RODUCT CONTROL DIVISION (303) 373 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10109/2008 Raul xoarigucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE & PRODUCT REVIEW COMMITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 11s04300011pc2000lltemplatcslnotice acceptance corer page dot Internet mail address: pastmaster@buildingeodeontine.com Francisco .1 Quintana, R.A. Director Miarni-Dadc County Building Code Compliance` Office Homepage: http: / /www.buildingcodconline.com. United Steel Products Company. ACCEPTANCE NO: 01- 0912.05 APPROVED: NOY 0 1 20f11 EXPIRES: 10/09/2008 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No 00-0913.07, which was issued on 12/07/2000. It approves wood connectors: as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC ), 1994 . Edition for Miami -Dade County, for the locations where the actual loads as determined by SF13C Chapter 23, do not exceed the design, load indicated in the approved. drawings. 2. PRODUCT DESCRIPTION 11 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No, MDADE and sheets 1 of 1, titled "RT AND TA SERIES' ,prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp witit the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19 % or less. 32 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.12 Duplicate copies attic approved drawings as identified: in Section 2 of this Notice 01-Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.13 Any other document required by the Building Official or the SfBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. .Product. Contto1-Exarnincr Product Control Division United Stcccl Products Company. ACC1 ?'FANC1 NO: 01- 09I2.05 APPROVED: NOV 0 1 29n1 EXPIRES: 10109/2008 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered afcr a. renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, art: no older than eight (8) years. 2.. Any and all approved products shall bc permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer thc same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required, documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this ottiee. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. b. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The . engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for tcnnination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PI?, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 RT RAFTER TIE SERIES 14 GAUGE Product Code Dimension L Fasteners 16d Allowable Load D own 100% Uplift 133% RT8 8" 6 340 - - -- RT10 10" 8 455 - --- RT12 12" 8 455 ---- RT14 14" 10 565 755 RT16 16" 12 680 905 RT18 18" 14 795 1020 RT20 20" 16 905 1020 RT22 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 28" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 1020 1020 RT34 34" 18 1020 1020 RT36 36" 18 1020 1020 RT38 38" 18 1020 1020 RT40 40" 18 1020 1020 RT44 + 44" 18 1020 1020 RT48 I 48" 18 1020 1020 TA /TAR TRJSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A MINIMUM GALVANI2:D COATING Or 690 2) FASTENERS ARE COMMON WIRE NAILS UNLESS :CITHERWIS: NOTED 3) ALLDWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR 07 33Y. FOR WIND LOAD CONDITION.. I60 FURTHER INCREASE •IS ALLOWED A) ALLOVABLE DOWN LOADS ARE NOT INCREASED BY SNORT TERN. DURATION rACTOR 5) ALLOVABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPEC1rICATIONS FOR WOOD CONSTRUCTION 1991 EDITION E 1993 ERRATA. FOR SOUTHERN YELLOW PINE (G- 0.55 OR BETTER) L TEST PERrORHEO . IN ACCORDANCE . WITH ASTM D1761 Product Code Dimension Length Fastener 10d x 1.5" Allowable Load Uplift L1 L2 TA12JTA12R 12" 5 -- 215 245 TA14ITA14R 14" 6 830 215 245 TA161TA16R 16" 6 830 215 245 TA18ITA18R 18" 7 970 215 345 TA201TA29R 20" 9 1040 215 345 TA221TA22R 22" 10 1155. 255 345 TA24ITA24R 24" 11 1270 255 345 Notes 1) 2) 3) 4) 5) 1) Number of fasteners shall be equally div ded between rafter and s 2) Penetration is as sum ed to b e 1 112" into wood L1 are loads applied parallel to bezling waU L2 are loads applied perpendicular to bearing wall i'vinimum embedment of ties 4" Allowable loads for uplift, L1 and L2 are net to be combined Minimum nail penetration 16" AMU EO M CCN7L1111y VUU DIE SOUTH FL821DA main CODE DATE BY PRODUC ill p111i0R B1' 1DIRO CODE C0/1 /1LADCE DiRCE ACCCPrARCE .o.0/- 09)2.05 TA R TA 8 0� �,0l a • UNITED STEEL PRODUCTS COA/IANY )D] ROCER4 DRIVE. HONTDDNE iY, NN 54049 5307 pN]NC ) ]64-7]]] A • RT AND TA SERIES .,c' 10/06/00 . - T 1OHAS ALLCH NOLDCV P2orcSSIUwm1 ENGINEER cclvH,, rLORUTA RCG NO. 50u99 RC.. 1 N.c.[. 1 HDADE: M I A M !DAIS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI --DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Sun'Lr 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: SGP and TAPL Wood Connectors. APPROVAL DOCUMENT: Drawing No. MD 404, titled "SGP Series (Girder Truss Strap) and TAPL Series (Lateral Truss Anchor), "sheet 1 and 2, dated 04/22/04 with no revisions, prepared by United Steel Products Company signed and sealed by R W. Lutz, PE, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) munbcr and Expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dadc County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA cha11 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0102.03 and consists of this page, evidence page & approval document mentioned above. The submitted documentation was reviewed by Can ont PE. 07 0S- /o' NOA No: 04- 0427.02 Expiration Date: January 11, 2007 Approval Date: July 8, 2004 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by United Steel Products Company, titled "SGP Series (Girder Truss Strap) and TAPL (Lateral Truss Anchor) ", Drawing No. MD 404, sheets 1 and 2, dated 04/22/04 with no revisions, signed and sealed by R W. Lutz, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by C. R. Caudel, PE. Report No. Wood Connector Direction Date 1. P1' # 95 -0386 SGP -3 Upward 10/20/95 2 P1' # 94 -0153 TAPL 1416 Upward & Lateral 11/05/94 3 P1' # 95 -0384 TAPL 16 Lateral 10/27/95 4. P1' # 95 -0349 TAPL 16 ' Upward & Lateral 09/26/95 Test reports on wood connectors per ASTM D1761 by Atec Associates, Inc signed and sealed by J. W. Harliee PE Report No. Wood Connector Direction Date 5. 72- 0793 -00183 SGP -2 Upward 10/28/93 C CALCULATIONS 1. Report of Design Capacities of SGP 3 prepared by Semco on 10/95, sheet 1 and 2, signed and sealed by D. J. Kelley Jr. PE. 2. Report of Design Capacities of SGP 2 prepared by Semco on 05/95 sheet 1, signed and sealed by D. J. Kelley Jr. PE. 3. Report of Design Capacities of TAPL 16 prepared by Semco on 05/95 sheet 1, signed and sealed by D. J. Kelley Jr. PE. 4. Report of Design Capacities of TALP 12 prepared by Semco on 10/95 sheet 1, signed and sealed by D. J. Kelley Jr. PE. 5. Report of Design Capacities of TAPL prepared by USP Lumber Connectors sheets 1 through 6 signed and sealed by T. A. Kolden on 06/12/01 QUALITY ASSURANCE Product Control Division E STATEMENTS 1. No Change letter issue by USP Lumber Connector on 12/17/01 and signed by T. A. Kolden, PE. E -1 Can ' o F. 'ont PE. Sr. Product Control Examiner NOA No 04-0427.02 Expiration Date: January 11, 2007 Approval Date: July 8, 2004 GIRDER TRUSS STRAP (SGP3) GIRDER TRUSS STRAP (SGP2) PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 133% STRAP PLATE W H CL STRAP PLATE NAILS BOLTS NAILS BOLTS lOd 16d 1/2' SGP2 14 1/4' 1 5/8 18 1/4 1 1/2 10 (1) 1/2' 1395 1510 SGP3 14 1/4' 3 18 1/4 1 1/2 12 2 C1) 5/8' 1675 1815 825 14 1955 2115 1240 16 4 2235 2405 1655 18 5 2405 2405 2065 ANCHOR BOLT 1/2'X10' WITH STANDARD WASHEER OVER 1/4' WASHER PLATE INCLUDED WITH SGP ANCHOR STRAP. MINIMUM HEADER THICKNESS 2'. 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 33% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) MINIMUM 2000 PSI GROUT, 6) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD. BETWEEN RAFTER & STUD. PRL/S>UCT REVISED 4,3 " "nig :cos with the Fiorillo s<o Masai comae Division UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MIVTGOMERY, MN. 56069 PHONE <507> 364 -7333 NAME, SGP SERIES (GIRDER . TRUSS STRAP) DATE' 4/22/04 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET! 1 OF 2 DWG. #� MD404 MDADE GENERAL NOTES LATERAL TRUSS ANCHOR (TAPL) 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 33% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) MINIMUM 2000 PSI GROUT. 6) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD. BETWEEN RAFTER & STUD. PRODUCT ant GAUGE DIMENSIONS FASTENERS LATERAL LOADS H JOIST PLATE Al A2 TAPL12 14 12 <6) 10dx1 1/2 595 880 TAPL14 14 14 <6) 10dx1 1/2 595 880 TAPL16 14 16 <6) 10dx1 1/2 595 880 -,- ALTERNATE FASTENING SCHEDULE FASTENER SCHEDULE UPLIFT 133% FASTENERS PER STRAP. SIZE 5 7 9 11 13 10d 700 975 1255 1350 1350 16d 755 1065 1350 1350 1350 1.) MINIMUM EMBEDMENT IS 4'. 2.) THE JOIST PLATE IS MADE OF 18 GA STEEL 3J IN ORDER TO USE LATERAL LOAD TABLE, 3 FASTENERS PER STRAP ARE NECESSARY. A2 COacrts.Te, Ott U MOOT e.o . 451.0C.K naczainIng with is Flork1 Na • -04 ice. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, NONTGI)ERY, MK 56069 PHONE (507) 364 -7333 NAME' TAPL SERIES (LATERAL TRUSS ANCHOR) DATE ROBERT W. LUTZ 4/22/04 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' 2 OF 2 DWG. #1 MD404 MDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) 1VContgomcry ,[YIN 56069 Your application for Notice of Acceptance (NOA) on. Face Mount Joist clangers under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and "types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. I3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE M1 t'RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2'901 FAN (305) 375 -2905 CONTRACTOR LICENSING SECTION . (305) 375 -22527 FAX (305) 375 -2555 CONI'RACI'Olc ENPORC :EmE -I' 1)IVISIO 1 (305) 375 -2966 FAX (305) 375 -2905 1'ROE)UCr CONTROL DIVISION (305)375 -2902 FAX (305) 372-6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0327.04 EXPIRES: O6 /04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: (15 /31/2001 i \50950001 \pc2000 \ \[emplateslnocice acceptance cover page.doc Internet wail address: postmaster @buildingcodeoufine.conl 1 . Francisco J. Quintana, Director 11vliami -Dade County I3uikling Code Compliance Office tioinepage:http://www.buildingeodennline.com United Steel Products Company. ACCEPTANCE NO: 01- 0327.04 APPROVED: MY 3 1 2001 EXPIRES: 06/04 /2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 1215.07, which was issued on 06/04/93. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), I994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design Load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. HJC /JUS /SKI-1 /JL, sheet I and 2 of 2, titled "Face Mount Joist Hangers", prepared by United Steel Products Company, dated 03f20/01 with no revisions. The drawings shall bear the Miatni -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent Zabel with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly narked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division United Steel Products Company. ACCEPTANCE NO.: 01- 0327.04 APPROVED: MAY 3 1 2001 EXPIRES: 06/04 /2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation; including test - supporting data, engineering documents, are no alder than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; The product is no longer the same product (identical) as the one originally approved; .1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. a) 1)) c) cl) 5. b) Any of the following shall also be grounds for removal of'this Acccptancc: Unsatisfactory performance of this product or process. Misuse of this Acccptancc as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tithe. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acccptancc stud! be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. Candido Font, PE. Sr. Product Control lix:uniner Product Control Division ENI) OF THIS ACCEPTANCE 3 PRODUCT COD„ STEEL GAUGE ( DIMENSIONS Cl) n. DIMENSIONS On.) FASIENCR SC1CCULE A_LOVAOLE L;:AI)S t.bs.) ti/ i H 3 D A HEADER JOIST DOWN DOVN UPLIFT SKH26 ' 16 • 1 9/16' 5 1/4 'f 1 7/8 1 3/16 <6) I6d .1(6) l0a x 1 1/2 805 • N/A 1 Miter cut requl•ed on end of Joist to achieve aitawab.P foods• . 2 Mininun header. thickness 5ha1 be 2 Inches Fo- 16d n3110. • 3 Allowobte DOWN load listed io at 13314 DveotIon of Load. 4 Uplift Loads listed as N/A had uolIFt capacity less than the required 700 5 SK-l26 Is skewed R1Dhi or Left TYPICAL SKH26L INSTALLATION SK1 -126L pounds. PRODUCT ,_ COOS STEEL 08801 ( DIMENSIONS Cl) n. FASTENER, SCHEDULE )LLOVADLE LOADS thou) V 3 A HEADER JCIST DOVN UPLIFT JL24 • 20 1 9/16 3 1 1/2 15/16 (4) 1Cd <2) 8d x 1 1/2 480 N/A JL26 • 20 , 1 9/16 4 3/4 1 1/2 15/16 <6) 1Cd <4) 8d x 1 1/2 673 N/A JL29 • 20 1 9/16 6 3/8 1 1/2 15/16 CIC) 13d t6) Od x 11/2 1:20 753 JL210 • 20 • 1 9/16 8 1/4 1 1/0 15/16 (14) 13d (0) 8d x 1 1/2 1560 • 995 JL262 ' 18 . 3 1 /16 5 2 1 1/4 (0) 160 (4) 8d 1075 N/A JL202 18 .. 3 1 /16 7 2 1 1/4 <12) 16d (6) 8d 1613 803 JL2IO2 ' 18 3 1/16 8 2 1 I/O t14) :6d (6) 8d 1880 ' 1070 1 Mininvn heoder thickness shol be 1 3/4 inches fcr Od nails and 2 irChrs for 16d ',ans." 2 Allowable D3%/i4 toad listed is at 1031, Duration oP Load 3 Up1Ift Loads listed as N/A hod uplift CapoCIty less then the required 700 pounds. TYPICAL J -26 -2 INSTALLATION JL26 -2 GENERAL NOTES IT STEEL SHALL CONFORM TO ASTM A653. STRUCTURAL GRADE 33i Coil. AND A t(1141MJM GALVANIZEC COATING OF 0 -60' 2> FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3> ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED H. 4SHORT TERM DURATION FACTOR OF 33:4 FOR W1F2 LOAD CONDITION. NO FURTHER INCREASE ALLOWED. 4) ALLOWABLE DOWN LOADS ARC NOT INCREASED BY SI•.URT TERN DURATION FA ^TOR 5) ALLOWADLE LOADS ARC BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CCNSTRUCTION 1951 EDITION 1 1993 ERRATA, FOR S3UTHERN YELLUV PINE (C• 0.55 OR BETTER) 1 TOOT PERFORM IN ACCORDANCE WITH ASTM 21761 1 :,,u.1:?, F r. NAY 0/-0327.04 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE NONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE: _Q2!2_pio1_ DRAWING NUN,BER' Kjc /JU5 /.S j /JL SHEET NUMBER: _e or, THCMAS A. KOLDEN, P.E. CIVIL NUMBER F1.1150999 ,•. � r PRODUCT CODC STEEL GAUGE DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS fibs) W 11 D 0 A HEADER JOIST DOWN DOWN I UPL)rI HJC26' 12 • 5 7 /B 5 3/8 3 1/4 1 3/4 (16) 168 (12) 108 ' 2245 • • 1550 ' HJC28 • 12. ' S 7/9' 6 3/4 • 3 1/4' 1 3/41 (20) 16d (14) (3d 10d 2035 • I 2015 - 1 Published load IS For tats'. of hip ct 45 degrees and Jock of 50 degrees Canbined.• 2 hlnir.vn header thleknest shot be 2 inches for 168 nails. • 3 Atlo.ab'.e DOWN toad listed Is of 1C0% Durcticr. of Lood. • TYPICAL HJC INSTALLATION PRODUCT CODE STEEL GAUGE DIMENSIONS fin.) FASTENER SCHEDULE ALLOWABLE LOADS (uts.) V H D A HEADER JOIST DOWN UPLIFT JUS24• 18 . 1 9/16 3 1/8 . 1 3/4 1 . (4) 108• f2) 10d - 645 • 14/6 ' JUS26 IR , 1 9/16 4 13/16 1 3/4 1 • (4) 10d ' (4) 10d • 040 ' 860 • JUS28 ' 19 • IB / 1 9/16• 1 9116' 6 7 11/16 13 /16 1 3/4 1 3/4 1 • 1 • (6) (9) 108'1 (4) 10.8• I (4) 108 108 1065 1290 ' ' B60 DSO .• • JUSP_10 • 1 SpeclFIed Jefst Waits shall be nstolted et 30 t 45 dv8rees horizontally 5vch that they penetrate through the end of :ho Joist and Into the hoadar. 2 Mininvn header thickness shall be 1 3/4 Inches for 108 nails. 3 Allowable DOWN toad listed In ct 1002 Duration of Lees'. - 4 Uplift Londe listed as N /A. had uplift ccpoclty tess than the required 700 pounds. TYPICAL JUS INSTALLATION GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM 6653. STRUCTURAL GRADE 33; U1.N. • ANC A MINIMUM GALVANIZED COATINS OF 0 -60 2) FASTENERS ARE COMMON WIRE NA:LS UNLESS 0T:- ERV1SE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8 A SHORT TERM DURATION FACTOR CF 337, FOR V;ND LOAD CDNDIT :ON. N'O FURTHER INCREASE ALLOWED,' 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR • 5) ALLOWAB'-E LOADS ARE BASED CN THE N011094L DESIGN SPECIFICATIONS Fog V030 CONSTRUCTION 1991 EDITICN 1. 1993 ERRATA, rcR SOUTHERN YELLOW PIN_ CO. 0.55 OR BETTER) I. TEST PERFO•tM IN ACCORDANCE WITH: ASTN 31761 MAY x_1.2001 • . 4) /- ,052..7.441 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE N•CNTGOmERY MN 56069 FACE MOUNT JOIST HANGERS DATE! _ 03 /2QLo1_ DRAWING NUMBER: i— wr /.ws .ts_o4 /JL S:-IEET NUMBER; J, OF 2 THOMAS A. KOLDEN, P.E. CIVIL NUMBER FLII50899 . l:. •. . t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/11/2007 Inspector: Dacquisto, David Owner: HELLER, DAVID & JUDE Job Address: 1300 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BEJAR CONSTRUCTION, INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Lot: Phone: (786)299 -1072 Building Department Comments ADDITION OF NEW GARAGE Q Cs // a`? Passed Inspector Comments c% Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 11, 2007 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO BP2005-1081 Issue Date: 3/29/2006 Expires:3/29/2006 Folio Number:1132050100120 Owner's Name: DAVID & JUDE HELLER Owner's Phone: 3305-757-8142 Job Address: 1300 94 Street NE Total Square Feet: 594 Miami Shores Village, FL 33138- Total Job Valuation: $ 10,000.00 Contractor(s) Phone Primary Contractor BEJAR CONSTRUCTION, INC (786)299-1072 Yes •• Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/11/2007 : Yes Comments: Miami, Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.89 72 19MCI 1-o •-412 } 1410.7 Permit No. $tKS 1 c.)(31 Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uildjn ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) . v'( ' Owner's Address ? OC) sv,oces state Tenant/Lessee Name N 1 �v Phone # 7a5 oa lo( 64rts 305 15 7 -1 ya Zip )3 I Phone # Job Address (where the work is being done) re Ct`kT City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X V--%_-e--;Mr"( C 01-I s J er 0 Contractor's Company Name Contractor's Address Z. S w I C 1 City "1----)--"‘ . 5'1 Qualifier t•-•1 .mot - ( 1 c.4-0...•, \ S,-1 e., State State Certificate or Registration No. Phone# 7 - Z_9 - 1 Di- d Zip 33332 ec- ►cc)t a r' 4 . Certificate of Competency No. Architect/Engineer's Name (if applicable) T2,,Orleki , ' K k C 0 Phone # 5 44 2 9 i4 i $ Value of Work For this Permit t0 ez (Oc Square Footage Of Work: sq 4. Type of Work: Describe Work: ►i dditi • i •Alter. on ❑New Repair/Replace ❑ Demolition ****************************Fees****************************** Submittal Fee $ 2(C) Permit Fee $ 3 00 U1 CCF $ C0_l.�J CO /CC /:). 00 Notary $ eJ . ®° Training /Education Fee $ Scanning $ 7J 00 Radon $ Z. 91 f Z . `1.7 Zoning Code Enforcement $ Technology Fee $�, Bond $ CD. 00 Structural Plan Review. $ 1 10 $230 ,C j ck C red i 4- ca rd 300, co bri--'4-4-1 Fee-- Total Fee Now Due $ 1.1-1- (Continued on opposite side) Bonding CompAY's /l e (if applicable) ° 'Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this 2O , b).k�fl-e . 1 ley . , day of who is personally known to me or who has produced NOTARY PU Sign: Print: idenrificatippn. kliwho, lttake an oath. l,')'IF Ilb :f`, Contra The foregoing instru s acknowledged be me this _ ,200‘byC N 8. 3'�i day o who is personally known to me or who has produced Lb as identifica on and who did take an oath. NOTARY PU)L Sign: Print: My Commission E * * * * * * * * * * * ** ' Tres: A, Y PUB wilar• Z/i3ilf+iti 1. ' 1iI' • :=.R. ` ' z ` ;Wing Co„ ins. FLORIDA andez ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** g%a 2 %ate 5l /w4- Plans Examiner Engineer a (4,/ f% Zoning September 1, 2005 Miami Shores Village Building Department 10050 N.E. 2°a Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1081 Job Name: Addition for Heller Res. Page 1 of 2 Building Critique Sheet 2 °a Critique Provide permit applications for Fie rical, Reeling &Shutter installation. (This item has not been corrected) 2. Provide Product Approvals for proposed windows, swing door & roll up door, windows and doors are to be impact resistance or provide hurricane shutters as required in FBC 1626, & 2413. (The Product Approval submitted for the Single Hung Windows do not meet or exceed the design pressure required for the window openings. The plans require -64.3 psf and the window is only tested for -62 psf.) The remainder of the items were corrected, but the permit cannot be approved until the above 2 items are corrected. NOTE: FOLLOW PROCEDURES FOR SUBMISSION OF CORRECTED PLANS FOR YOUR RE- SUBMITTAL. Claudio Grande CBO 305- 795 -2204 ext. 430s .-L:31J.1- cl 4 Nu. DATE RECEIVED FROM CDC)C7\-1 f•-• 1 u (j ) co) i f.-11 OF9RENT2CJ vi cut} (DfOR r`) t.50 CL' DOLLARS C); ACCOUNT _ PAYMENT '..1.,; BAL. DUE ....„, ',„..) . -r" CC. g CASH 1 FROM °CHECK ° MONEY ORDER ,„1 r BY TO ) af,:adams 1182 PERMIT # ,RDG -iOe 1 CONTRACTOR: CCU Nt12- SUBMITTAL DATE:11 zi CS PROJECT TYPE: itt b 411(k - ZONING 016 • . FIRE . g '. 24/0( Ph 4-0/974 ST' UCTURAL v- IMPACT FEES ELECTRI . L HRS/DERM ‘ PL 1 - 1' If ) '.-6 1 MECHANICAL 6 ," kr, NOC 0.5 . YI / et i de BLD ' DO a'-I as August 23, 2005 Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1081 Job Name: Addition for Heller Res. Page 1 of 2 Building Critique Sheet Address Planning & Zoning comments. Kb'— Provide permit applications for Electrical, Roofing & Shutter >< tallation. \ rovide Letter of Intent or Scope of Work from Special Inspector o ngineered Unit Masonry, & Pilings, inspections. /04 rovide design bearing capacity information on the plans as equired by FBC 1818.1. Provide note on plans in reference to soil to receive termite treatment as required by FBC 1816, & 2326.5. eProvide wind load design pressures for swing door at rear of . arage. Door ID as "E" from proposed garage to existing laundry shall be a solid core door or metal clad, provide note on plans. .Step from garage to existing floor shall be a min. of 7 ", show on plans. Provide a window schedule and details showing rough openings, framework, attachment & waterproofing as required in FBC tj 2411.3.1.6 & 1707.4.4.1. / 10.Provide Product A provals for proposed windows, swing door & roll up door o s and doors are to be impact resistance or provide hurricane shutters as required in FBC 1626, & 2413. 11.Wall sections on sheet A -301 are incomplete, provide type of exterior and interior finish on masonry walls and type of finish on garage ceiling including attic insulation, min. required R -11. NOTE: FOLLOW PROCEDURES FOR SUBMISSION OF CORRECTED PLANS FOR YOUR RE- SUBMITTAL. if 3 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. Page 1 of 1 Mabel Vargas From: Mabel Vargas Sent: Thursday, August 11, 2005 1:44 PM To: 'junemheller@aol.com' Subject: Permit for new garage Hi, June I wanted to inform you that your permit has been reviewed for the BP2005 -1081 project. There are Structural and Zoning comments, if you would like to know more give me a call. 305 - 795 -2204 Mabel Vargas Thanks 8/11/2005 ZONING CRITIQUE SHEET JOB ADDRESS: /'cc /0 PERMIT # APPLICANT: APPLICATION: D - T • COMMENTS INITIALS Z f (D Fence i►� Fa ar4 ydrd recoirrs ! -r ( �►� �+ 4 dli v ark f - �4 bra► 5w in wrrg2L A Nat ktot-t/Ern oe a C. a &Ie. (- P s s ti 0yk fewer ,F- loccrclp.r af- -czaz (iDY ,59t,11,411-.314 yard - I (Ptci-d o F 71 Le" KU S7 ,6 co LLaio 71-1-4. ± P44 TO14 ( 1i /kJ t, a C oNC cc tt.) 0-CV - Lilit)7 re) 3 NO E" C� P fW (Z-� 11 11 15 pai MO 1N Iwte.c (-7- �X ��c gme_. C4/ %( Iof7Vs(TO (j revcscr.o - , ' vo► b rte, imam n©res v mage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Of- /O Job Name Ile / /c.r /3400 N.6. 9¢„54 6ardi STRUCTURAL CRITIQUE SHEET ;04 iiseie j- Garde to extff. Roulet. eisifor / o Gaud. 45 shoat, on 5- 10 /, On $- o0 /.a be hoe.ked amid 5h d i bettor) re#i '.. P`° 48 bar alias. Nee < Pr'ooluG/ f ava / ow _ - r ddai" C ara e Oo#r f 5/4i-r» p'4n e /$. 6r4 e _% eah1 ' , " f exa '• wot.// Zr /7 v De i, aw at'u #n. - r Lva /l• /lowAi4? 3 26wws IN* s -7ao ✓ a��o tea, ,PG/A-ArS W. 444 “, •cal /SC £c/1 L7. as itevAreP - LAeg6 e- •r JOSE A. SANCHEZ, P.E. CONSULTING ENGINEER 5001 S.W. 74th CT., SUITE 102, MIAMI, FLORIDA 33155 PH. # 305- 6684555 FAX # 305 - 668 -2206 E -MAIL: JASPE@BELLSOUTH.NET STRUCTURAL P.E.#40227 PROJECT: CASA HELLER APPLICATION #: 05 -1081 REFERENCE: Answers for comments from review dated: 7/26/2005. 1 See revised S -100. 2 . See revised ground beam in 4' -0" was delete. 4 See revised ground beam in 4' -O" was delete. Page 1 of 1 1Vild1111 ►J11V1 GS v 111U.gu Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.1/47,7e - J'P/ Job Name Lc"4I 62✓i ELECTRICAL CRITIQUE SHEET 5/4°A- )--.4e be-Y-724L,0-i- cZ7/2/%6 eP,r2 Fi)-Z° SF/D t)J dam+ A -/07 Miami Shores Village Building Department YY1sq tidier 31zz1cJ(.0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 5-4— I1) g i Job Name flew Date 3 Zy 0 BUILDING C T Q I SHEET Reoi-soa giq1 4- 20 / a oe5 /i(o?' is 3 /� Zt boloros ek) 7 t GJes & 40,4-,A) 6 L% . ,400-e iffus Gc> /.v %rot r/el-e 9 1 7ffe5& GOA/ s J2e l' Le ®. 7h419-00 6',4e5e-z5 to l ,4,vd 5— /CO .s444€ G, balm-0s 14,LQ ,O 0-r 62p z49 z/-c) 21- zo SH,4 4' -5,49.63 -7;-/E- Bobo /ti &S( /0:_cs-1140A © iT fly. 1re ximpinim/ row Reviewer: Claudio Grande C.B.O 305 - 795 -2204 East 1430 P x,44 .83' /®I Nid '274a ® %sv� N �'i` •�- /ivy n4pg 322 af•Q 7 2R7 =2" 25 /,- /'es,' /.3ocs 7 ®s 24. 4 I s: 2 v 1 ..Gcnc, kv< // Gerilr• co.r7 AF- T. 30, }�d y u U 0 MAY 1 1 2007 /4T 7. °'0 -4.4 BY.' PER #¢: )Q Miami Shores Village ,ApIROVED ' ��� �„ 'ATE ,f 4,14./e EY NING DEPT 4i M' if BLDG DEPT / �, /V SUBJECT TO COMPLIANCE /TH ALL F DERAL STATE AND COUNTY RULES AND REGULATIONS _Setbr / / //% /e T.L. RIGGS 3081 SHIPPING AVE. MIAMI, FL 33133 (305) 448 -9032 ./e V/-raw/ .,/.may 49,. �® ../"Fe es-1 i ed e2e.1 2e?) Z mac›,4 /Jri /,/1/a /e 7-2 /7 T. L. RI °. //". SURVEYOR I MAPPER LS #2349 STATE OF FLORIDA a f>J 611, ••• •• • ti •.• • • • • .• • • • .C��,e.../r7cl /,may —5'44 eve # • • • • • • • • • • .• •• • • • • Gr>/ "Aarm __5;4®s✓ €s Z37 1/l��, 4egg �® � / - 7�/ � / ��c�. ✓d CI e�a�m /� r� /7 te r �c+s � • • •• ; .1-4 Ah .e>T/4/-9e ec.e›.s s Gs " •: 0+- 7e>40°°, 4 e f i e / 0 / e r ; 1 7 / ..-.4749e Cev- sf"/ISr7ervGeBSi<r¢ /e Z'-7 e Co/rrct y X /.'; erg ®A"-•=v74A"-•=v744,7 ,er° /ls7i PG , • • • •••• ••••• /- -e4"4:'. —d‘t:2/ s,•".:11 •� h .: •• • • ••• • • r--dl r NC> 2/ 8 7 ific.evk ,164... 23 ,17/7 /^, .5440- r/�.7ebe^ r IYV ids $: /. Neo, 'rt ek be/ � t-+t 6 % € J. 4f _ 17 r° e. p? ems° -A � l el° / s.°°°� / - t=t12 f/or /alp //1 eri_s r- re-,04tb .-r cri 'ley? Z. _...5-44> --ve 4:3(m /c/a c /rep-co ss v e sn -55 e> #7 / Gse", 4:4 it Zr7.-$. s°4:A/-7c ter ! ,s i-eAr.- /147")..o."-1.01/ ti) dre. 142 c. ie/- c / ptet /14 21 <7c� /d=t, r/t : ,33 So C' /e e,• /.e>. ®z Z3rn.ss A®/t, G 40-7 c . r7. ' />�t�s/ C.c.s-77,m cock o7 e Zriv.ed ek cy/ -5 - Gd.r7J14ct c.rr 11 et r/a 6 /' 1pa r /i s s .L- 74e As:4..f/e>er..s /7 / ,4 444.5 / b # E: Go f".0 -7 e ° - ./fir"• . i *d. /F® j."-mckl t' / t7 - '`�e-t'4=21 /e . ' v `f. e�� J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/23/2008 Inspector: Rodriguez, Jorge Owner: HELLER, DAVID & JUDE Job Address: 1300 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: A STAR CONTRACTORS INC iii( ��11. J.. Wki.'•: ti�'•:; RR:: is4ilf. F •.:ii•Y...:.Y...::i•:;M....'�.• Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Lot: Phone: 954 - 922 -5990 Building Department Comments ROOF TO NEW GARAGE ADDTION JAW 2 4 2000 Passed Inspector Comments 8/13/07 Need revision sheet from 90# IV (� of plans before final inspection for change of cap mop to Polyglass seld adhered.CG. Failed c)1`�au 0b 0PtA�-� S`r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, January 22, 2008 Page 2 of 2 1,"'"'"( KU S 41 2005.01.01 12:07 42 2005.01.01 12:09 43 2005.01.01 12:09 44 2005.01.01 12:10 ac TU PLUS*. Wag 45 POLYSTICKItimus, 2005.01.01 12:10 46 ir LYSTICK TU PLUS roirsnat___Tu o ' 2005.01.0112:14 48 2005.01.01 12:14 !AMU Tip nu ............_%-,, ..... - , 12:21 51 POLYSTICK TU PLUS A LYSTJCK TU,PLUS,O, is** 4.; .—„— 2005.01.01 12:22 54 2005.01.01 12:22 POLYSTICI 2905.01.01 12:21 52 Soo 94157. -5 2005.01.01 12:21 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 615"-- 600/ Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 %aVNo BEsTRUSS D aD aD aD D CONTRACT # 7 2-111 7035 SW 44"" STREET MIAMI, FL 33155 PH: (305) 667 -6797 FAX: (305) 667 -0592 1- 800 - 273 -1034 ENGINEERING PACKAGE CONTRACTOR: C'ZNt-15-170L---CLW ADDRESS: I' ° (3 Pe 14- M cam) SALES PERSON: ILI PREPARED BY: 14q JOB # ' 1 l (G DWG # -16C-3 ENGIN ERING DATE: G OM ONE SET COPIES, RECEIVED BY: DATE: PRINT NAME: OK TO RELEASE ENGINEERING. X DATE: NOTE: THIS ENGINEERING IS VALUABLE!! ADDITIONAL CHARGES FOR EXTRA COPIES AND /OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO THE SELLER PRIOR TO INSTALLATION!!