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WS-09-1382Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 127455 Permit Number: WS -8 -09 -1382 Scheduled Inspection Date: October 22, 2009 Inspector: Bruhn, Norman Owner: POLLEY, RUTH Job Address: 935 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL ABOUT DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060143110 Building Department Comments REPLACE FRONT DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 21, 2009 For Inspections please call: (305)762 -4949 Page 25 of 34 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 Permit No. ( A ) 3 5 2 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder)) jU ?r 11 C's � Phone # Owner's Address City fl Ca 1 CJ tate Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip�I3 -- FOLIO / PARCEL # Is Building Historically Designated YES NO t-"" NA\ O big .4-11pors Contractor's Company Name 0 ��4�� -'Z Phone # Contractor's Address 7 V17,-- 7,-- S \ ° 7-5 Ot City V-1. i Os . vV . t State— t 2 Qualifier Name ' iv'ko ' C\ � ` Phone # CDS 7 S "1't r 6 State Certificate or Registration No. Certificate of Competency No. 0(0 co 00(0 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �� Type of Work: ['Addition ['Alteration Describe Work: Square / Linear Footage Of Work: ❑New Repair/Replace ❑ Demolition 1118 "la I :x****: * *** * * * ** : **** *** ******* ******* * ** Fees***: x*** ********** * * **** * * ** **** ************* Submittal Fee $ 5O' 0 Permit Fee $ I/0 CCF $ CO1C'C Notary $ Training/Education Fee $ 0 ' 0 Technology Fee $ Scanning $(D'0Q Radon $ Bond $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 10-M* See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence .f such / ' sted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor —VIA The foregoing instrument was acknowledged before me this IU �1 The foregoing instrument was acknowledged before me this __ day of , 20041 by day of ,► `, , 20[, by who is rsolly known to me or who has produced who is perso known to me or who has produced Pe P P y P Lo as identification and who did take an oath. Signature As identification and who did take an oath. NOTARY PUBLIC:, / j // ` I 1 NOTARY PUBLIC: Sign: Print: My Commis v;,' Notary Public State of Florida Lucia Estrella • y + mission 00883838 on 4res Ex b'res 07 /02/2013 **************************************************************** ******** *** * *** * * ******* **** *** * . : * , , * APPLICATION APPROVED BY: 00' j(9- /rAr%,9 (Revised 07/10/07) Plans Examiner Engineer Zoning Miani Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: D 7-- l ■FEca DATE: , -c79 o Contractor caner Architect Picked up 2 sets ofplafls and (other) Address: 911'S , l/&" From the building department on this date in order to have corr ections done to plans And/or get County stamps. I understand that the plans need to a brought back to Miami Shores Village Building Department to continue permitting pr ss. Acknowledged by: PERMIT CLERK INITIAJaYA-- RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 09- A Job Name: , 2009 Miami Shores Village 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 a Av 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 o5-1 -2q Too Ionia a ;deg9 jo su0IS!AOad m{3aapun pa4wao CO12338�� Z3HONVS 3M stigma II SU00I .LmO9V 11Y 99005990 :0N313cIVtdOO AO 31VOIUI1LI30 SS3NISf1E1 pt�8�l+�llten�010 O PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 03/09/2009 EXPIRATION DATE: 03/09/2011 PERSON: . ROBERT SANCHEZ FEIN: 650996400 BUSINESS NAME AND ADDRESS: ALL ABOUT DOORS & FLOORS INC 7392 NW 8TH ST MIAMI, FL 33144 SCOPE OF BUSINESS OR TRADE 1- FINISH CARPENTER IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant td Chapter 445(12), F.S., Certificates of election to be H exempt.. apply ohly within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 HP Off tcejet 8210 Personal Printer /Fax/Copier /Scanner Log for TERRI SANCHEZ 305 - 267 -2794 Jul 17 2009 3:37PM Last Transaction Date Time Type Identification Duration Pages Result Jul 17 3:37PM Received 0:18 1 OK .41G'GI► CERTIFICATE OF LIABILITY INSURANCE PRODUCER ACCUrote 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305)226-872T INSURED AU About Doors 8 Floors. Inc 7392 NW 8th Street Miami, FL 33175- Fax (305)22848767 MATE (MMIOOrYY) 07/20!09 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR _AI rER .,TIE COVERAGE AFFORDED BY THE FOLIC ES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURER A: Burlington insurance Co. IN LIRE, F INSURER Cl INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ARM MAW MIaR LTR TYPE OF INSURANCE GENERAL LIABILITY • gi COMMERCIAL GENERAL LIABILITY DO CLAIMS MADE ❑ OCCUR CI .' GEN% AGGREGATE LIMIT APPLIES PER POLICY ❑ PROJECT ❑ LOC POLICY NUMBER. POLICY EFFECTIVE POLICY EXPIRATION SATE (MMIOORrr) . DATE (WDn ) GL- 0383741A 08/19/08 08/19/09 LIMITS EACH OCCURRENCE DAMAGE TO RENTED .. . PREMISES (Ea *comma) MED EXP (Any one person) PERSONAL I ADV INJURY 1•,000,000 100,000 5.000 1,000,000 GENERAL AGGREGATE PRODUCTS .COMP/OP AGO u AUTOMOBILE UABILITY ❑ • ANY AUTO Li ALL OWNED AUTOS ❑ SCHEDULED AUTOS HIRED AUTOS. ❑ NON OWNED AUTOS ❑,.,. GARAGE LIABILITY ❑ ANY AUTO 0 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 1,000,000 BODILY INJURY (Per person) BODILY INJURY (PARactidaM) PROPERTY DAMAGE (Pe/ Accident) AUTO ONLY - EA ACCIDENT EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ 'DEDUCTIBLE ❑ RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED/`. I yes. describe under. SPECIAL PROVISIONS below OTHER OTHER THAN EA ACC AUTO ONLY: AGO EACH OCCURRENCE AGGREGATE °'l'ORYIT.Iwdl'fS 0, E,L, EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OP OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER Miami Shore Village. 10050 NE 2 Ave Miami Shore, Florida 33138 CANCELLATION - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION OATS THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FALURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS"OR REPRSBENtATIVES. AUTHORIZED REPRESENTATIVE' Lucia Estrella ACORD 26 (2001105). CIF ACORD CORPORAtION 1988 L d :7=00000SL'oN/e L : Sl ' 1S /8 L : S L 6002: OZ VIP (NON) 1.8 -11133V NOVA R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 t,acsinnilc 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 11977.1 Date: April 15, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Distinction Series Opaque Fiberglass Door Outswing "Impact" Manufacturer: Plastpro,Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.G. (System ID # 1998) for Plastpro, Inc, based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. IT 1467 RW Building Consultants and Lyndon F. Schmidt, P.G. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL- 11977.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, F.G. (FL # 43409) for specific use parameters. F— 1 ONV I1VIS =a� -17V --111/\/\ 01- 10lflIflS Lyndon F. Schmidt, P.G. PE # 43409 April 15, 2009 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 F13C and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 11977.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 11977,1 for size and design pressure limitations. P!' 1467 Sheet 2 of 3 Lyndon F. Schmidt, P.E. PE # 43409 April 15, 2009 Supporting Documents A Drawing 1. Drawing No. FL- 11977.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by ETC Laboratories. Inc. and reported in test report ETC -08- 209 - 21639.0, signed by Joseph L. Doldan, P.E. 2. Testing (Plastpro fiberglass door shin) per ASTM 026 -95, ASTM D2843 -99, ASTM D635 -98. ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -05 -255 - 16776.0, signed and sealed by Joseph L. Doldan, P,6. ASTM 0155 -04 is referenced in the Florida Building Code; ASTM G26 -95 Method A is equivalent to ASTM G155-04 Cycle I and meets the intent and purpose of the Florida Building Code as attested to in evaluation report EQ -026- 0155 -04 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC -05 -255 - 16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565 -00 as attested to in evaluation report FL12403 -026 prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Testing (Plastpro poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -07 -209 - 19303.0, signed by Ben Meunier and test report number ETC -08- 209- 20609.0, signed by Gurjinder Dhami. 4. Materials (Polyurethane foam core) testing per ASTM 684 -05 as performed by ETC Laboratories, Inc. and reported in test report ETC 06 -255 - 17412.0, signed by Joseph L. Doldan, P.E. ASTM 684 -05 is equivalent to ASTM E84-04 and meets the intent of the 2007 Florida Building Code. C Calculations I. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test reports ETC -08- 209 - 21639.0 and by anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.1:. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certii'ing that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. l'F 1467 Sheet 3 03 Lyndon F. Schmidt, P.E. PE II 43409 April 15, 2009 I I plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR OUTSWING / "IMPACT" GENERAL NOTES t. This product has been evaluated and Is in compliance wilts the 2007 Florida Building Code (FBC} structural requirements including the high Velocity Hurricane Zone (HVHZI. 2. Product °notnors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "Hviir this product complies with section t626 of the Florida Bolding Code and does not require an impact resistant covering. 4. When used kr areas outside of the 1IVHT requiring wind borne debris proteciksn this product ccmptes with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from The detail of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for-HVtit. TAKEO,CONTENIS SHEET# DESCRIPTION t . Typical elevation. design pressures. & general notes 2 Door panel details 3 horizontal awsssections 4 Vertical cross sections 5 Bookend frame motoring -2X buck =sorry caratrucfion 6 Frame anchoring - IX buck rnasonrycorakucfion 7 8A! of materials & components 37.50 MAX.OVERALL FRAME WIDTH i 4 t X 5 a 35.75' MAX DOOR ~- PANEL WON -.1 A 5 la Ark e O ODOOR PANEL EXTERIOR 221 HORIZONTAL CROSS SECTION 2 eLATGHAND COCK P$ FORCEMENT -+ O40 , OLOCH! HINGE SAt= Cattalo, Arc L$9" IRV Csatnon:we MEM mom memo 49 OHINGE STt1E Rint:ma:nerd O 43 BOTTOM RAIL Caere ()VERTICAL CROSS SECTION &S 2. 2 &CM 04/08/09 s N.T.S. ors. sr, JIC am ar: LFS owsam nos FT.- 11977.1 war 2 of 7 6 2 a a 9 l- 1 /4'MiN. +s. INN INTERIOR c • o ee 0 EXTERIOR ()HORIZONTAL CROSS SECTION INTERIOR WERPg 1- 1 /4"MN. EMS. IiYP.} • • °HORIZONTAL CROSS SECTION ° 1.1/4' M5 . Shpwrt w% 1X Wbbt7Ck — EMS. Tom'•) concrete screws for wood screw per Sectkm 1714.5.42 of the FSC. INTERIOR A e A • EXTERIOR (i)HORIZONTAL CROOSS SECTION A is I ter ee 04 /06/00 sums. N.T.S. Caro. tO. C+u an olanu6 NCEI FL-11977.1 c sort or _Z. w EXTERIOR INTERIOR 4 1 VERTICAL CROSS SECTION. 3iy 4 VERTICAL CROSS SECTION Shown w /1X wbbucksubsOuting concrete screws forwood screws Per Section 1714.5.42 of the RC 3 VERITCAL CROSS SECTION 2 nee 04 06/09 mugs N.TS. ose. sYS JK S oNC et LES 3 °Rupee ND.. FL- 11977.1 MELT A_ or 2 BUCK ANCHORING SUM' JAMB CONCRETE ANCHOR NOTES: . 1. Substiturton of equal concrete anchors from a different supplier rnayhave different edge distance and centerdrstance requirements. 2. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortar joints. if concrete anchor locations noted as "MAX. ON CEN1ER"must be adjusted to maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimensions ore not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR 1TW 1/4" 1 -1/4" 2 -1/2" 3" ELCO 1/4" 1 -1/4° 1" 4- FRAME ANCHORING Macorry 2X buck construction LATCH 8 BLANCOTDETAILL SE HINGE DETAIL 1 SEE HINGE DETAIL 2 HINGE JAMB HINGE MARL 91 a a 04/06/09 sou. N.T.S. ma. 9x JK use. an IFS mauves uor FL- 11977.1 sued 5 or T S71UKE JAMS MASONRY OPENING FRAME 1X BUCK -N ' 1 • MAMEANCNORING Masoruy IX buck conshuctIon CONCREIE ANCHOR NOTES; .i 1. Substitution of equal concrete anchors from a different suppllermay hove different edge distance and center distance its. 2. Concrete anchorbcofrons at the comers may be adjusted to maintain the min. edge distance to mortar Joints. it concrete anchar tacoEors noted as "MAX. ON CENTER -must be adjusted to maintain the rnin. edge distance to mortar joints. additional concrete anchors may be required to ensure the-MAX. ON CENTER' dimensions ore not exceeded. 3. ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEAjtANCETO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR I1W 1/4" 1 -1/4" 2.1/? 3" ELCO 1/4" 1 -1/4" 7" 4" IT41r 3/16* 1 -1/4" 2.5I$' 2 -1/4° HINGE JAMB HiNGE DETAIL HINGE DETAIL LATCH E DEADBOLTDE&AIL I we 04 /06/09 soars N.T.S. o� ar, set asc ern LFS ans FL- 77977.1 step � OF 7 I BILL OF MATERIALS OEM DESCRIPTION MATERIAL A IX BUCK SG >. 0S5 WOOD B 2X BUCK SG >;% 055 WOOD C 1/4" MAX. SHIM SPACE - D 1/4° X 2-3/4" PFH ELC.0 OR OW CONLIttie SCREW STEEL E MASONRY- 3,192 PSI MIN. CONCRETE CONFORMING TO AC 301 OR HOLLOW BLOCK CONFORMING TO ARM C90 CONCRETE G WI 6' X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4' x 3-1/4" PFH ELCOOR ITW CONCRETE SCREW STEEL J 114" X 3-3/4- PFH ELCOOR MA/ CONCRETE SCREW STEEL K #8 X 1-1/2" PFH WOOD SCREW STEEL L #10 X 2-1 t2" PFH WOOD SCREW STEEL M F9 X 2-1/4"PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION weAveR STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWUCSET DEADBOLT GRADE 2 STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. ( VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 OUTSWNG BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP 83628 BY HOLM IND. PVC 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 41 DOOR SKIN (MIN. 0.125" THICK) BY PLASTPRO INC. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE CELLULAR PVC 4$ BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY PLASTPRO , POLYURETHANE 49 HINGE STEE REINFORCEMENT (ENGINEERED WOOD) WOOD 50 LATCH AND LOCK REINFORCEMENT (ENGINEERED WOOD) WOOD • 4.56" 2.7 —0-, 6;\ HEAD &SCE KL,./' Jon* 436" - to .47 ,..., ri--- -2.44- I 2.1r ---. iss —r CD=WONG WIMP THRESHOLD O HEAD .1 SIDE Poly fiber jamb tal 2 Dm 04/06/09 stAte, N.T.S. Dwa. ji< . se LFS *RAMO NU FL-11977.1 alai or_L z a a ; 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading11 I Calculators ASCE 7 -051 FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 I' 25 30 35 0 -15 ft -50.4 +46.5 -492 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 -46.8 +43.1 +42.7 -462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft -51.1 +47,1 - 49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 - 47.3 +43.7 +43.3 - 46.8 "+42.9 -46.5 +42.5 -46.2 +422 18 ft -52.4 +48.3 51.1 +47.0 -502 +46.1 -49.5 +45.4 - 48.9 -48.4 +44.8 +44.3 -48.0 +43.9 47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 -49.5 +45.8 +45.3 ; - 49.1 +44.9 -48.7 +44.5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 0.5 -51.0 -50.5 +46.8 +46.3 -50.1 +45.8 -49.7 +45.4 -49 .4 +45.1 24 It -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 -51.5 +47.6 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 552 +50.8 - 542 +49.8 -53.5 +49.1 - 52.9 -52.3 +48.4 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft - 57.5 +53.0 -56.1 +51.6 - 55.1 +50.6 -54.3 +49.8 - 53.7 -532 +492 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 -53.9 +49.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft 59,1 +54.5 -57.7 +53.1 - 58.7 +52.0 -55.9 +51.3 - 552 -54.7 +50.6 +50.1 -54.2 +49.8 - 53.8 +492 -53.4 +48.8 34 ft 59.9 +552 -58.4 +53.7 -57.4 +52.7 58.6 +51.9 -55.9 -55.4 +51.3 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 38 ft -60.6 +55,9 - 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 - 56.1 +51.9 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft 51.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 -56.7 +52.5 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 -57.3 +53.0 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51,1; 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 -58.5 -57.9 +53.6 +53.0. ' -57.4 +52.5 57.0 +52.1 -56.6 +51.7 44 ft -632 +58,3 -61.7 +56.7 -60.8 +55.7 - 59.7 +54.8 -59.1 -58.5 +54.1 +53.5 ' -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +562 50.3 +55.3 -59.6 -59.0 +54.6 +54.0 ! -58.5 +53.5 -58.1 +53.1+ -57.7 +52.7 48 ft - 64.4 +59,4 - 82.8 +57.8 -61.7 +58.7 50.8 +55.8 -60.1 -59.6 +55.1 +54.5 -59.0 +54.0 - 58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 - 83.4 +58.3 -62.2 +57.2 -61.4 +56.3 50.7 -80.1 +55.6 +55.0 ` -59.5 +54.5 - 59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 -60.6 +56.1 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft - 66.0 +60.8 54.4 +59.2 -63.3 +58.1 -62.4 +572 -61.7 -81.0 +56.5 +55.9 -60.5 +55.4 -60.1 +54,9 -59.8 +54.5 56 ft -88.5 +51.3 - 84.9 +59.7 -63.7 +58.6 -62.9 +57.7 -62.1 -61.5 +56.9 +56.3 - 61.0 +55.8 -60.5 +55.3 50.1 +54.9 60 ft 57.5 +62.2 -65.8 +80.6 -64.7 +59.4 53.8 +58.5 - 63.0 - 62.4 +57.8 +57.1 - 61.9 +56.6 -61.4 +58.1 -61.0 +55.7 z In 8 3 m REMARKS INF ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 -58.7 - 55.6 - 54.6 -53.8 -53.1 -52.5 +48.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 - 58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 3 +422 18 ft -64.6 +48.3 52.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44,8 58.8 +44.3 - 55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +48.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 - 67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 - 62.4 +48.4 -61.4 +47.99 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 +51.6 - 662 +50.6 -64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 - 67.1 +51.3 -65.6 +50.6 - 64.3 :+49.9 - 632 +49.4 -82.3 +48.9 -61.5 +485 -80.7 +48.1 32 ft -73.0 +54,5 - 70.1 +53.1 -68.1 +52.0 -66.5 +51.3 - 852 +50.6 - 64.1 +50.1 .83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 56.0 +51.3 -64.9 +50.7 -64.0 +502 -63.1 +49.8 -82.4 +49.4 36 ft -74.8 +55.9 -71.9 +54,4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 - 65.7 +51.3 -64.7 +50.8 - 83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 55.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 - 672 +52.5 -662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77,3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54,3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +58.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 - 75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -88.8 +54.0 -87.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.8 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 59.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 60 ft -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 - 74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FIB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.S. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH. ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR KYt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a I I' ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -617' Per it Number: RF -9-07- 1 Inspection Date: 10/09/2007 Inspector: Grande, Claudio Owner: POLLEY, RUTH Job Address: 935 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RAIN AWAY RAIN CONTROL Block: Permit Type: Roof Inspection Type: Final Work Classification: Gutters Phone Number Parcel Number 1132060143110 Lot: Phone: 305 - 216 -7560 Building Department Comments GUTTERS FOR FRONT OF HOUSE G 1 0 200' Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 5, 2007 Page 2 of 2 BUILDING Miami Shores Village Building Department MO ETMIM Et SEP 7 2001 BYc_�(.r -�, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '" Permit No.'? r" 01 `) 51 PERMIT APPLICATION 01 ►� FBC 2004 "I tudlA Permit Type (circle): uilding Electrical Master Permit No. Plumbing cau Mechanical Roofing ne # 30 5 "el q - aj" M7 (p (Owner's Name (Fee Simp e Titleholder) \ 1j Owner's Address �� ,�� City ! `\ ` \\C.0 L L aC'�li hii to ' 1 Tenant/Lessee Name Pho Zip �'3 �� Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # C12) N1C �i ,\-- County Miami -Dade Zip B3 13 g" (6 - ()t 014 - j t LIs Building Historically Designated YES NO V Contractor's Company Name Contractor's Address °,j a C if Nu) Phone # act) - Oc - B 4Ac5 City Y-1 1 \apn \ State FL Qualifier Name 1 ? k1 clot State Certificate or Registration No. j �O b aorj Architect/Engineer's Name (if applicable) Value of War( -For .this Permits Zip Phone # 38 a,lp r b Certificate of Competency No. Phone # Type of Work: Describe Work: ['Alteration Linear Footage Of Work: ew ❑ Repair/Replace 130 ❑ Demolition ********* * * * * ** * * * * * ** ** * * * * * * *** * ** * * *F ************* ** *** *** ** ** ** * * * * *** * * * * * ** * ** Submittal Fee $ Permit Fee $ /0 0� ' CCF $ t C00 CO /CC Notary $ `J -00 Training/Education Fee $ 120 Technology Fee $ 2. 5o Scanning $S. 00 Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now See Reverse side -+ MIAMI SHORES VILLAGE tKW5 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posed notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of . (a Y , 20 , by 64 S `9//e t( /0/44/4,,, day of who is personally known to me or who has produced :- >nilt'SLC,who is 1100 As identification and who did take an oath. NOTARY PUBLIC: igantye"-- ""------ c.S The fore Ring ins Contractor nt was acknowledged before me this Sign: Print: 20 en, by or who has produced as identification and who did takkattpath. •••••••GO Z51e •••• ccovoo personally known to me NOTARY PUBLIC: ii;. ice►:• �_ r Si My Commission Expires: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) • * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Licensed & Insured 7294 N.W. 8th Street 305- 269 -3883 Phone mail @rainaway. net Professional Installation Miami, Fl 33126 305 -269 -1006 Fax www,rainaway,net Cleaning & Servicing Gutters CUSTOMER ADDRESS fi f+' 1 CITY-STATE-ZIP CODE JOB SITE ADDRESS PHONE CITY,STATE -ZIP CODE ESTIMATE DATE HOME PHONE WORK / OFFICE SOURCE SCHEDULED DATE We propose to furnish the following material and labor necessary for the work specified below: Gutters Downspouts Total Footage Ft [] Almond ❑Cream Ft [] Almond []Cream Ft. [7 White ❑ Brown ❑ Linen ❑ Ivory ❑ Green ❑ Other /Vhite [] Brown [] Linen [] Ivory [] Green [] Other i�aEl,lS WARRANTY: Labor 5 YD'S• Material 20 yrs. Mfrs t F EXCEPT: Damage resulting from accident, misuse, abuse, neglect, or from other than normal and ary use of product. NOTE: Due to the possibility of escalating material price, these prices are subject to change. Invoices are due when rendered. Any balance over 30 days old will incur a service charge of 1.5% per month. n event it becomes necessary for Rain Away Gutters, Inc., to employ the services of an attorney, to affect collection of the amount or balance due, under this contract, purchaser agrees to pay seller's 'easonable attorney's fees and all expenses incident thereto. Nhen executed and signed by both parties, this Proposal becomes a contra CUSTOMER , °' AGENT Amount Tai Subtotal Less Deposit Total a ■ 11111111 111111111. , 11 II EMI Ill lin FE 1111111111= MEM ill 121/111111111111 ■ EMI ■■■ ■■ ■ ■ ■■�■ MIMI ■ Mil n SaN"" WARRANTY: Labor 5 YD'S• Material 20 yrs. Mfrs t F EXCEPT: Damage resulting from accident, misuse, abuse, neglect, or from other than normal and ary use of product. NOTE: Due to the possibility of escalating material price, these prices are subject to change. Invoices are due when rendered. Any balance over 30 days old will incur a service charge of 1.5% per month. n event it becomes necessary for Rain Away Gutters, Inc., to employ the services of an attorney, to affect collection of the amount or balance due, under this contract, purchaser agrees to pay seller's 'easonable attorney's fees and all expenses incident thereto. Nhen executed and signed by both parties, this Proposal becomes a contra CUSTOMER , °' AGENT Amount Tai Subtotal Less Deposit Total a •r ..i ZiZN �NW� z 4 au k4•2,S L 0 C. A: rt•I;•Q ;Ks: S•K E T C H • • • • • ••• • • • • • • • • 5• t �1 �, •E : • N T S • 1 iL NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: ENCROACHMENTS NOTED: Yazd (30424- Q09-44 . LEGEND : FIP= Found Iron •Pipe F N/D =Found Nail S.P.C.= SET 1/2 " PIN& CAP 1.84789 FIR= Fc::nd I _..s Re'_ a S.PCP= SET PERMANENT CONTROL POINT L64789'� q= CENTERLINE. P /L= PROPERTY LINE. O /L= ON LINE b1.H.= MANHOLE. WM= WATER METER. PP= POWER POLE F.C.= FENCE CORNER. R= RECORD, M= MEASURED , CHAIN LINK OR WIRE FENCE- • WOOD FENCE - MASONRY WALL= CONCRETE= j :..', :. , . • . .. r : .... _.•.. .1.1 tNO•IEs BEARINGS WREN SHOWN ?. E REFER! TO AN ASSL -! ?D VA:•t.:_•SAi :t ?3• P. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. unless a cca arison is shown, all bearings and distances shown are the sane as plate values . Underground portions of Footings .Foundations or other improvenl nts were r,gt located. Elevations are baseo on National Geodetic Datum. Fence ownership by visual means only Ater,... l42• So' & Disc Elevations based_on GSM tt EleV: NGV Datum. • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• •• `°b�9 • ••• •• • • • • • • • • • • • • /,,'/// mgr 21, r0O 9 C- s cge =► FASMImi i IN . mann 'wow STATE AND COUNTY RULES AND REGULATIONS Survey fog rv11 , Vi5 N.E. 95th St. M:j ii - Shor = s,Jx._� .... --- _- - 19nd YriraaMalt LEGAL DESCRIPTION : (Furnished Cy Client) LEGAL DESCRIPTION: LOTS 20 and 21 OF MIAMI SHORES SECTION NO. 3 • SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. BLOCK 76 BOUNDARY SURVEY I HEREBY CERTIFY That the survey represented hereon 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 Sho wnhereon 0A,J, MA RK M. KRAJMTK Registered' Land Surveyor No. 3371 State of Florida IAL & AS$..QQ INC. _ yors • Pia ers SEP 17 th Shore MIAMI BEACH Florida 33141 (305 BY : : Fax: (305) 865 -7 SCALE: 111= 20' 95 —3q'7