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1160 NE 102 St (11)c.5Z)) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat ' / 0 ki Type Ins p' Lc &/i /l! A,c, Permit No P 03- / Name Address Company Phone # nS6 -3 s -Oy3h Inspection Date O /q I o v\ Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buuilliing Inspection Request Date U Type lnsp'n fend 809 Permit No. 6P a 3 — MOO Name eca J Address ) no 1"_ 1 0D- 5 4 - Company . -LU Phone # Inspection Date 6) 5 Approved Re- Insp'n Fee 75 93‘oo 1 4 L. Permit Type (circle): City Qualifier BUILDING SF , u• PERMIT APPLICATION FBC 2001 Number of: Bays Type of Work: Addition Describe Work: Owner's Name (Fee Simple Titleholder) Owner's Address //�� City 11 j:;4 0 / -(i State Tenant/Lessee Name $ Value of Work For this Permit � oo Stories / ['Alteration tea / r 1 [ 9VED *1 ra le//ctrical / Plumbin Mechanical (ft it /�i r / /Pig (J6S Phone # Klee 19 'S9 OHS I IN 1331419 ZOI 3■ nQl I. OSSflid a3Hd01SI1:1H9i Job Address (where the work is being done) City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO Contractor's Company Name / / ��/ ��=- �✓�� Contractor's Address / 3 6 / `s ---(/ /G ( State ,� v 6. 4-4-- Architect/Engineer's Name (if applicable) /o/''i / / . Q S .Phone # J G' 7 ..r /D - 7 City /Al State . Zip 33 03 Architect/Engineer's Address /1(1'3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County r � r> / '0 i 0 0 Permit Fee $ I / 050 lJY Scanning $ Struct. $ QQ SZN .. ". on/Training Fee $ , 0 0 Tech $ b S *Code Enforcement $ Bond $ 3 p o Miami Shores Village Building Department Permit No. 6 '?cob q2O Master Permit No. Phone # // o ✓J /0- Zip Roofing 7,j — S" ( y v0.5 -76 CHRISTOPHER' ' ; 1 MIAMI SHORES, FL 3313 3c) j D YZ:P Phone # �i.1 ' 7 97, 8 r Zip Square Footage Of Work: 6 -6 7' Families/ Atrarbedrooms Baths 3 Notary $ 5 _ 0 6 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 [New ❑ Repair/Replace El Demolition Iy/e. _ _ 44/ .O Radon$ 3< O � Minus Plans Check Fee $' 0 b OTotal Fee Now Due $ (Continued on opposite sid r ^ up i 0L c' . c .. � 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. Al , a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occur s v• (7) days after the building permit is issued. In the absence of such posted notice, the inspection will note approved a a r' spection fee will be charged. 7 Signature Chc7/7/03 The foregoing instrument was acknowledged before me this day of who is perso lly known to me or who has produced As identification and who did take an oath. el Vargas 1984 NOTARY P I #D Sign: Print: NOT Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Signaturk f c ' t '� O gent Contractor The fore oing instrument was acknow edged before me thi , 2 by , day of fore , 20 by who is personally known to me or who has produced • a esion i D23I9$1 Expires: Jul 13, 2007 Bonded Tin Atlantic Bonding Co., Inc. My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******** **************************** Ji*************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CT 2 4 2003 1)4-- as identification and who did take an oath. �h�ucl; V as Plans Examiner Engineer Zoning Date PERMIT APPLICATION FOR MIAMI SHORES VILL G 5 2003 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fa : 3 -6 -872 Job Address //o N /CP Z Tax Folio Phone Contracting Co. / e 67 / - D" 7‘71;/- 5 '` e ' Address State # E, Municipal # ooDao77y Competency # WORK DESCRIPTION: Square Ft. Estimated Cost (value) Signature of owne Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT 4 ° ' � do President Date RADON Date Not My C.C.F ' 0 Signature of Contractor or CL i34G wner Builder Legal Description Historically Designated: Yes No,- �t acx�� Owner /Lessee/Tenet ��' `` � �"S O Master Permit4e/- 2A03- /4 Owner's Address // 6 Q A/Z:5-- /d Z %� Cc) ., 7--`s y�c >, ld /vy /. Phone ro' /— l000c Qualifier �9 u Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING CELECTRICAL PLUMBING MECHANICAL ROOFING WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named co or to do the work stated. // G ry as to Contractor or Owner ' ' abet Vargas �' mmission Expires mmission #DD231984 xpires: Jul 13, 2007 OFF:��' Bonded Thru ��11" "--"" Atlantic Bonding Co., Inc. NOTARY 5 `v Date ate BOND APPROVED: TOTAL DUE Zoning Building Electrical ` 6 i/ ` "/= Mechanical Plumbing Structural Engineer ITEM 3ATH TUB UNIT 0 FEE ITEM SWITCH OUTLETS UNIT Z FEE ITEM SPACE HEATERS UNIT FEE 3IDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES � A/C (WIN)) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE CUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER . 100 IP VIOLATION INDIRECT A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS 1 HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET , SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION :AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /29/2003 Applicant: CHRISTOPHER Owner: RUSSO JOB ADDRESS: 1160 NE 102 Contractor BUELL, RICHARD ALLEN Local Phone: Parcel # 1132050190160 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1420 RUSSO CHRISTOPHER ST Contractor's Address: 7511 FILLMORE ST Page 1 of 1 Legal Description: 5 53 42 MIAMI SHORES SEC 8 REV PB 43 -67 LOT 6 Permit Status: APPROVED Permit Expiration: 2/29/2004 Construction Value: $35,000.00 Work: NEW ADDITION TO SINGLE FAMILY RESIDENCE BLK 176 LOT SIZE Fees: FEE2003 -6627 FEE2003 -6628 FEE2003 -6629 FEE2003 -6631 FEE2003 -6632 FEE2003 -6633 FEE2003 -6634 FEE2003 -6636 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Total Fees: Amount $1,050.00 $21.00 $5.00 $7.00 $26.25 $30.00 $3.00 $300.00 $1,442.25 Total Fee41, J o0�0 Total Receipts: 0.00 o 9 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: god) M 1 A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 APPROVED: 09 /06/2001 \ 1sO4S000 11 pc200011templateslnotice acceptance cover page.dot Internet mail address: postmaster@buildingcodeonline .cool MIAMI COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-I)AI)E H ACGLER Ut111.1)ING 140 WEST FLAGLER STREET. St1171: 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 cast 70n I.ICF:NSIN(: SKCr1ON (305) 375.2527 FAX (305) 375-255X cON rltACrOR I NFORCEME r DIVISION (305) 375.2966 FAX (305)375-290X PItOni;ci CONTROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series SWD - 101 Outswing Aluminum French Door- Impact under Chapter 8 of the Codc 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 Codc 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. 7 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 Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.huiltlingcodeonline.com Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01 -0- 117.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 E.dition for Miami -Dade County, tier the locations where the pressure requirements, as determined by SF13C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert 1.. Clark, P.I:., 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 application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active Icaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum Drench doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit 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 (SF13C) in order to properly evaluate the installation of this system. l`A'41 • GI11.4 14 (shag 1. Chanda, P.E. Product Control Examiner Product Control Division Vinyl Tech /Protressivc Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter 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 corrcct 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 the materials, use, and /or manufacture of the product or process shall automatically he 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 he 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 I. 2 and this last page 3. 544c 1 . LLAU Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 7 1/2" 95.750 MAX. 7 1 /2" - -i XX - 37.500 mix 7 1/2" 7 1/2" 5 2' J 73.5" 13" MAX. ON CENTER TYP. HEAD & SILL 13.5" TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 ux. 2 POINT LOCK OPTION 7 1/2-__I 13" MAX. ON CENTER TYP. HEAD & SILL 71.750 U4 LL • / / I 115' TYP. MAX. 7 1/2" SEALANT ON FRAME (CORNERS if PANEL CORNERS LARGE MISSLE IMPACT DOORS . 1.) GLAZING: .401/464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 31) .4e4 iAM.. 4 75 P _° F -75 P.S.F. Jb) .401 LAM.: +60 P.S.F. -60 P.S.F. 4,) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED' 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE .SHEET .3 OF 4 PRODUCT RENEWED ACCE Yft'M.lCE Nu .0 1 C' 11 .O �} EXPIRATION DATE No+auttt 1.7 2m6 t> 54,1 \.. .1. euumaT entinNL UINStUN DUIrl)INO CnOCOOMPtid4CE U)YICE /1376( Robert L. C1ark,iP.E. PE. #39712 Structural Rawaiona: D) added 2pt. lock info Mat.riot Rand ey 0.0. Data. I I /17/00 Drown er D.B. Cn►e el: raa: oea 2/16/98 TNereMe. Itnre -1 N.1 4 1loctoto : I /64 0.Nnd ra 6.aw ao e saes/Nees SWD -101 1070 Technology Dr. Nokomis, FI. 34275 O.aertp0on: French Door — X, XX POT NP. , VENDOR NO Seale iX Shut: 1 o' 4 INDUSTRIES Oro.A,g No. 971 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, R.A.knc D) added 2 pt. lock info R.r.d 6Y: ta: 0.& 1 1/17/00 Robert L. Clerk, Ytttn.n ex RE.el97t7 0.8. 1/8 ANN. 3/16 ANN. .090 0 J 3/16 ANN. 3/16 ANN. —.1 MAX. SHIM .250 I • 3,000 —...� SPACE .401' L4M. W /MONSANTO SAfl EX PV9 INTER, AYES OR .401' LAM. W/DUPONT RUTAIITE INTFRLIYFR SEE NON f ON SHEET DESIGN PRESSURE RATING: 160 Off. rowan..,u I... NM.M ri.ctimr : 1/64 Dada& .00 f D.? .000 1 AipAr. * 1' S.n..Nod.c SW0 -101 Oue,DUoo: 1.489 1.489 1070 Technology Dr. Nokomis. Fl. 34275 L 250 MAX. SHIM I 3.000 ----{ SPACE .464' 14M. W/MONSANTO SAnEX PVP /NTERIAYFR OR .464' 1474. W /IIIIPnNT AL/TM/7r INTFRI'AYTR SEE NOTE . ON SHEET f1FSIGN PRESSURE RATING: 175 off PRODUCT RENEWED AccEPrANC7. ti.,. °‘ - • 4 EXPIRATION Imi N046udot22 / 7006 tq. ISkA' . . �. • swoop& or mow wwegO tut aw +ct Arrct INDUSTRIES COW 6,: oat.: French Door — Ex loded /Glozinq PCT N0: VINCOR NO: Scala: SAM: Or0.4 9 No. R.r Dote 2/16/98 304 971 0 101•701.Mir7.1 1141/41M 9 t>• D••' W- 1 HANN L FRAME JAMB FRAME HEAD OWING BEAD (ROLL FORM) OUTSWING THRESHOLD 60380 60411 65170 1.6 6 ODA • W • • • Fii ;llli i-41 �i 1Qrlf= � 1I1 17111/42:ZIKINW t01:71-T• saL111d - L1SZIRMIERIII•Flffi7 ?afrdill/N• FiZI[[ MIM 1•X7.m.17M • r117L 111GYIE 721 [ - ••. Fla l��_ • ir*Aprdimarerxrimmrwmurcrimin TR SS CLAMP 5/16x1/16 TRUSS WASHER 5 16 1: G 1 NUT 4 SCR. FLT. HD. PHIL 10x.625 T, HD. P I LOCK SUPPORT ASS Y. 60378M 7WASHA 7JNUTA 7BLTIP ch •o ,r o o . r •il 2 ea. door top & bot. roil 2 /ea. door top & bot. rail 2 ea. door to & bot. roil hin. e - hin • e -door 'amb o . of I h ostr• • • 1 slide bolt locks ost ..ols r. 'am •s & head ilr0 r.h. astraaolNMI O r.h. astro •ol 11111011/r#14111r12211M1 9- t- A ALUMAX ALUMAX FLORIDA SCREEN MAX ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL 4de17Pbii:_4.111111111M MOTS • olu . 1114.P•14.T.G):1.1.1X1411111 PGT INDUSTRIES CORP. PGT INDUSTRIES HARLOC n • ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DOOR JAMB HIN 4 5 6 8 1 11 1 1 1 7 9 17 1 19 20 23 24 25 27 29 30 1 N V.T. # OTY. /DESCRIPTION 60375 60376 ALUMAX ALUMAX VENDOR VENDOR # AF =10375 AF -103 76 7 -187 AF -10380 AF -12376 F -1 .375 AF -10378 4UB 200X190 FO3PTAY 100 K uw 1 WOOD B UC K 1/4• TAPCON TYP. HEAD TYP. JAMB -1u TYP. 'SILL t/• j 1, TYP. JAMB 0ROUr HUTT TRA,0SFE4 5 01R LOAD TO SUB. I Mk TYP. HEAD jt11/ Robert L Clark, P.E. P.E. #37712 Structural [ir•T4ZIr1!D 2 D D -BOL LO K 33 .401 LAM W •N 34 SILICON 35 #12 ' Ph. Pn. SMS 36 1/4" TAPCON 37 .401 LAM. W /DUPONT 38 .464 LAM. W /DUPONT 39 .464 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 18x.75Ph. F1. Tek R•w•ion4: 0) added 2 pt. lock info MatArlaC Rove By. t.: D.B. 1 1/17/00 Oros By: 0.8. prk0 By. rote � 2 /1 1 6/98 62899C 7834FPT PGT No: 1 0 r.h. astraool 1 (0 r.h. ostraa&) RsaLt■ i 1 /44 Ours" .02 * 0.c0W" .G 3 MgJr 4 1' S.rin/Ned": SW0 -101 0.sAption: VENDOR NCJ: 1070 Technology Dr. Nokomis, FI. 34275 Scab: HARLOC DOW CORNING H.P.G. H.P.G. H.P.G. PGT INDUSTRIES SPENCER PRODUCTS French Door — Anchorage 8.0.M. Ss «N O o.i q No. 40 971 820 899 P4'.ODUCT RYNEW D . • AL'CEPTmc N,6t- OLII1.0y1 I! LKFIRM1(.4 DAR. No vemlor., 2z 2a WCL".TU.V[Y CN ICE enact ,T_ INDUSTRIES Raw ROUGH OPENING 3.000 —�-j O ° I 0 0 fao (De 1.750 ' 1 95.750 93.625 1.272 4.000 .250 MAX. SHIM SPACE ROUGH OPENING SEE SHEET .3 FOR ANCHORS 84 3/4" DAYLIGHT lOPEN . 250 SPACE M 1.479 VERTICAL SECTION INTERIOR 25" DAYLIGHT OPENING HORIZONTAL SECTION INTERIOR --- .250 . MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT RENEWED ACCEPTANCE C> I— 04l1• Cq EXPIRATION BAIT. ll'WEMtE¢ 2Z u \stu \'. L.t.o•.AJ ° Papa s toter+ r ,i 1s low nunon+u ouc ooMn.7t+ce of'N4CZ EXTERIOR 1.489 i T'— .250 1 MAX. SHIM SPACE 3.000 Nil_ ROUGH OPENING (.r te,.. i i i i Ro rt Cbark, P.E. PE. 09712 Structural R..isiona: 0) added 2 pt. lock info Material: Rev.a ey: Date: D.e. I I /17/00 Drown Dr D.B. C/,ke 0)' lOOee: oat 271 6/98 Johannes Weir, NntM: Iroetwu: t 1/64 Nerd AU. * Remind tm t 1' sm./mode sw0 -101 DueRpOon: French Door — Elevations. PCr N0: 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO Role Shoot: 2 INDUSTRIES A•owing No. 971 Row 2 3-43 ifg c' J , 2 6 /839 Sid �� 33dZ� / N c2 , 3 qz -KKVb one - srae7 • A 6 Mo , 0 / < tO1 - 6ccric_r76 BOUNDARY SURVEY scale 1• _ rJots: 5582 N.W. 74- STREET. SUITE 202 MW.4I, FLORIDA 33128 TELEPHONE; (305) 220-3171 FAX: (305) 554-7822 a Surinegors ( hr. LAND SURVEYORS SURVEY NO., `:/ — . 5037 SHEET NO. 2 OF 2 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33125 TELEPHONE: (305) 22Q- FAX: (305) 554 -78!2 DRAWN BY: 4, V. A :: ARC. NC = AIR CONDITIONER PAD. AE. = ANCHOR EASEMENT. NR = ALUMINUM ROOF. NS = ALUMINUM SHED. ASPH. = ASPHALT. B.C. = BLOCK CORNER. BLDG. = BUILDING. B.M. = BENCH MARK. B.O.B. = BASIS OF BEARINGS. C. = CALCULATED. C.B. = CATCH BASIN. C.B.S. = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL CH. = CHORD DISTANCE. CH. B. = CHORD BEARING. CL. = CLEAR. C.L.F. = CHAIN LINK FENCE. C.M.E. = CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P. : CONC. PORCH. C.S. = CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. = DRIVEWAY. o = DEGREES. E. = EAST. E.T.P. = ELECTRIC TRANSFORMER PAD. ELEV. = ELEVATION. ENCR. = ENCROACHMENT. F.H. = FIRE HYDRANT. F.I.P. = FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. F.F.E = FINISHED FLOOR ELEVATION. N. E. ABBREVIATIONS AND MEANINQ atm =ingots cittr~ LAND SURVEYORS of Lot: 6 Block: 176 Date: Subdivision: REVISED PLAT OF MIAMI SHORES SECTION 8 According to the Plat thereof as recorded in the Plat Book No. 43 at Page No. 67 of the public records of MIAMI -DADE County, Florida. Property Address: 1160 NE 102 ST , MIAMI SHORES, FL 33138 For: CHRISTOPHER RUSSO LOCATION SKETCH Scale = N 7 S s /1-IV' n5 . IF og ICI 5T. F.N.D. = FOUND NAIL & DISK FR. = FRAME. FT. = FEET. FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM. F.N. = FOUND NAIL. H. = HIGH (HEIGHT). IN. & EG. = INGRESS AND EGRESS EASEMENT. L.P. = LIGHT POLE. L.F.E. = LOWEST FLOOR ELEVATION. L.M.E. = LAKE MAINTENANCE EASEMENT. ' = MINUTES. M. = MEASURED DISTANCE. MON. = MONUMENT. M/H. = MANHOLE M/L = MONUMENT LINE. N.A.P. = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE. #•NO. =NUMBER. 0/S. =OFFSET. " = SECONDS. OH. = OVERHEAD. T. = TANGENT. O.H.L.= OVERHEAD UTILITY LINES TAP. = TOWNSHIP. OVH. =OVERHANG. U.E. = UTILITY EASEMENT. O.R.B. = OFFICIAL RECORD BOOK. UTIL. = UTILITY. PVMT. = PAVEMENT. U.P. = UTILITY POLE. PL. = PLANTER. W.M. = WATER METER. P /L. = PROPERTY LINE. W.F. = WOOD FENCE. P.C.C. = POINT OF COMPOUND W.S. = WOOD SHED. CURVE. = CENTRAL ANGLE. P.C. = POINT OF CURVE. W. = WEST. PT. = POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT = CENTER LINE. POB. = POINT OF BEGINNING. 4. = ANGLE. P.R.C. = POINT OF REVERSE CURVE. PROP. COR. = PROPERTY CORNER. P.B. = PLAT BOOK. PG. = PAGE. PWY = PARKWAY. PRM = PERMANENT REFERENCE MONUMENT. P.L.S. = PROFESSIONAL LAND SURVEYOR. R. = RECORDED DISTANCE. RR. = RAILROAD. RES. = RESIDENCE. R/W. = RIGHT-OF-WAY. RAD. = RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE. = RANGE. SEC. = SECTION. STY. = STORY. SWK. = SIDEWALK. S.I.P. = SET IRON PIPE L.B. 46044 S. = SOUTH. S.N.D. = SET NAIL & DISK L.B. #6044. SP. = SCREENED PORCH. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: E FNIP FLOOD ) MAPS HAVE DESIGNATED THE EIN DESCRIBED LAND TO I3E S ` ituate in Zone: " A Community /Panel /Suffix: Date of Firm: Base Flood Elevation: Certified to: CHRISTOPHER RUSSO & Pkwak DALIA LS WOOD FENCE. CHAIN UNK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. 0.00 X F 0 7 .010 SURVEY No. SHEET NO. LEGEND TYPICAL 3). THIS IS A SPECIFIC PURPOSE SURVEY. PROPOSED ELEVATIONS. SURVEYORS'S NOTES' 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO bAo€ Co. B.M# � 7i�I -Pj ELEV /00 OF N.G.V.D. OF 1929. L o ►CN¢. 1.3 o. 3250 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017 -8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, F. ORIDA STATUTES. REVISED ON 07 -02 '03 VP-OY1 120652- 0093 -J 8 FT 98- 000507 / OF • 07/16/1998 BY: GEOA IBARRA (DATE OF FIELD WORK . 71 .y4°' � � PROFESSIONAL LAND SURVEYOR NO. Qd°6 STATE OF FLORIDA (VALID COPIES OF THIS SUR WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISEDON MIA MI• PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 09/13/2001 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER I)UILDIN(i 14(11VEST FI.AGLER Si•REl 1. surrE 103 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -29011 ( :O.NTRACrof 1.ICI : NsIN(: sErI ION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -29011 PRODl1Cr CONTIRO1. DIVISION (3(15) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series PW - 701 Aluminum Fixed Window - Non - Impact & Impact Resistant 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. 11 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. 4 ACCEPTANCE NO.: 01- 0102.01 EXPIRES: 09/13/2006 Raul Rodriguez. Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL ('ACES 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. Francisco .1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s04500011pc2000lkemplaceslnodce acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.conl • Homepage: http : / /www.huildingcodeonline.com PCT Industries ACCEPTANCE; Np.: 01- 0102.01 APPROVED: EXPIRES: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SEP 1 3 2001 SEP 1 3 2006 1., SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance; designed to comply with the South Florida Building Code (SF13C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFi3C Chapter 23, do not exceed the Design' Pressurc Rating values indicated in the approved drawings.. 2. PRODUCT DESCRIPTION 2.1 The.Series PTV -701 Aluminum Fixed Windoli; — Non - Impact and Large Missile Impart Resistant and its components shall be constructed in strict compliance with the following . documents: Drawing No 4231, Sheets 1 through 8 of 8, titled "PW - 701 Aluminum Fixed Window," .dated 8/13/01; prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., 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. 2 3. LIMITATIONS 3.1 This approval applies to single unit, applications only, as shown in approved drawings. 3.2 Non - Impact Resistant windows, for Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in Sheet 3 of 8 of approved drawings. 3.a Impact Resistant windows, see Design Pressure Rating in Sheet 1 of 8 of approvcd drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance %% At the approvcd drawings. 4.2 Hurricane protection system (shutters) :'to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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•PERM1TREQUiREMENTS 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 approvcd drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installation.• 6.1.3 Any other documents required by the Building Official or the S Florida Building Code (SFE3C) in order to properly evaluate the installation of this system. Manuel crez, P.E. Product Control miner Product ont • 1 Division • PGT Industries 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 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 causc for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process; b. Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words 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 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be causc for termination and removal of Acccptancc. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF TIIIS ACCEPT NCE 3 ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 2C,36 Manuel ercz, P. E., Product Contr .tom liner Produc , rol Division HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W/INTERLAYER DUPONT BUCAC/TE PVB 2.) CONFIGURATIONS: 0 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 96" X 47" Moximum Area 24.61 sq. ft. A ARCH. 48" X 96" Maximum Areo 30.28 sq. ft. DETAIL C SEE SHT. 7 APPROV9O Aa t °MP.Y1NG %MTN THE EOE IDt 111. W9 DA i E �JCr J LU� SY PR BURDING CODE CDMPLW10E OFFICE ACCEPTANCE NO0 1 - (31( )1. 'c1 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENE0/090/3/16" HEAT +36.0 PSF & —36.0 PSF (3/16" ANNEALED /090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 STRENTHENED LAMI) "1/ , ,_ Z L Hobert L. art, P.E. PE 1139712 Structural FAT INDUSTRIES Oro"R By. F.K. 1070 D:amar0Gr DRnt P.O. 80X 1529 NOKOYIS. Fl. .54275 NOKOYQ R. 24274 R wd Bytato: 8/13/01 OrrufAiion: ELEVATIONS, 7/16 LAMINATED GLASS Tale: ALUMINUM FIXED WINDOW Solils/liode PW -701 R..idons: REDRAWN SOON: NTS Snook 1 8 Orodnq No. 4231 R.r: C lk QUARTER CIRCLE 68" X 68" Moximum Areo 25.22 sq. ft. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum m r Area 32.00 sq. ft. AOHNOVEO AS 6U•PLTING NTH THE HALF CIRCLE 96" .x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. Roben L. Clark. P.E. PE 039712 Si. aural INDUSTRIES Drawn ay: F.K. role nvexuOGY ORIYt P.O BOX 1529 NOROM,S. R 3075 mamas. rL 34V4 Read errata: N 8/13/01 Rerkion: REDRAWN ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW SeNee/YeaM. PW -701 sew.: NTS Shoal: 2.1 8 Orodnp No 4231 SOUT OA" Pj�1 ^i er Iro.filge". PROD , >.. WADING COOS CoIPUAKEO WE i 'CATANfP NCIn1' 01UZ• V 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON — IMPACT WINDOWS FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. ELLIPTICAL 120" x 48" Moximum Area 31.46 sq. ft. B A ARCH. 60" x 120" Moximum Areo 47.32 sq. ft. DETAIL C SEE SHT. 7 1.) GLAZING: 3/16` TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000' 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: F7L -2763. 2780 & 2816 ff Robyn L Ozrk. P.E. PE 139712 Stracmtd IND SIRIES Oro. 9,: F.K. 1070 Tramcar ORAi 14103111S, FL 34275 p.a ear 1529 MOMS R 14274 Raid er Oot.: Oats. 8/13/01 S a/ toee: PW— 701 Rwi.ianc REDRAWN O..eMtion: ELEVATIONS, 3/16 TEMPERED GLASS 17w: ALUMINUM FIXED WINDOW Seal.: NTS 3a/ 8 Doming No. 4231 Row C AOOIIQVEDAS COMPLYING WTH THE SOUTH FLORIDA WILD BY PRO • • CT • +NTROL DIVISION B • • CODE COMPLIANCE • • •Ce." - t QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 1207 it 60" Moximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. r TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON .60" x 60" Maximum Area 20.71 sq. ft. kubcn U Qerk. P.E. PE 139712 EYEBRO W 74" x 37" Moximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. APPROVED AS COYPLYINO MTH THE SOUTH 91 -.' .DE SY r 3 PAO . T . DIYISION SUIV • CODE COMPUANCE OP ACCEPTANCE NO.0 FT INDUSTRIES Drown Dr F.K. 1070 r(CNNOLOOr OR1YE NOR0V1$ R 34775 p.0. Box 1719 NoNOYa R 34274 Rene Bylr. 0ot /1J /O 1 sedee/Nedg PW -701 Redeione: REDRAWN DuafpUon: ELEVATIONS, 3/16 TEMPERED GLASS nue: ALUMINUM FIXED WINDOW sew.: NTS Shed: 40 8 Droving No. 4231 M4XIMU SEE SHEETS HEIGHT 1 THRU 4 2x WOOD ,_t /o• _m, RUCK ' t i - Li SHIM SPACE MAX. /12 PAN HEAD WOOD SCREW ik I I i I /4 SHIM MAX roz IA 7/16" LAMINATED OR J/16 TEMPERED GLASS J/16 HEX HD. TAPCON OR J /16' FLAT HD. TAPCON (CS/NK REOb) 1 -1/4- M111. /7 — .3/16" HEX H0, TAPCON OR J /16' FLAT HD. TAPCON (C SINK REM MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE 1/4" SHIM SPACE MAX, NOTES: 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 w- -)r WOOD BUCK 1- I/4 " MIN. APPROVED AS COMPLYING MIH TM SOUTH ORIOA BUILDING CODE a BY PR T ROL DNISION BUILD' GCODECOMPUANCEOPFICE ACCEPTANCE NO.Q)„ 111La • L]A SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SA L & WOOD AT HEAD u / Robert'L. Clark, P.E. PE 1139712 Structural FLT INDUSTRIES Oman Dr FN. 1070 11D* I0CY 0.41HS NORMS. it 34273 P.O. 90X 1529 NOKOMIS, 11 34274 Rang Wrote: Dote: /13/01 SsAus/ModiP PW - 701 Roshions: REDRAWN Description: SECTIONAL & ANCHORAGE VIEWS r. ALUMINUM FIXED WINDOW scow NTS Snne 5e7 8 Omen; No 4231 .500 .688 2® PW- 701 U- CHANNEL GLAZING BEAD 0 PW -701 FRAME EXTRUSION 1 1.500 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 MK. 1 2 3 4 5 6 7 9 10 11 PART # 612242 6533402 7834 _. 62899C/62501C 61412K 628V1510 6SM55W SEE NOTE 7PWSW SEE NOTE Rubcri L Clark, P.E. PE 139712 Structural DESCRIPTION VENDOR FRAME 1-1 SILL & JAMB BILL OF MATERIAL U- CHANNEL GLAZING BEAD #8 x .3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAM! (.187HS/.090/.187HS) #6 x 7/8 FL. PH. TEK 7/16 LAMI (.187A/090/187A) VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" - 3.00" WINDOW HEIGHT 'TIP TO TIP" - 3.00" T IND TRIES Oro. or F.K. • R...0 Dtatr. Dow. 8/13/01 t070 Ira4N LONT DRAT NOATJWS n 71275 P.a vox tut s rr../woa.t: &&. gums, n 34271 I PW - 701 1 NTS 606.3-T5 6063 -T5 SPENCER OR = DOW/G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = TRIPLE DIAMOND CLASS OR = ► I WW ShNO 6 °I 8 VENDOR # AF-12242 AF- 533402 SM5504 NOTE: ITEM 9 & 1 1 USES DUPONT BUTACITE PVB INTERLAYER APPROVED AS COMPLYING VAIN THE SOUTH FLORIOA BUILDING CODE OA I• PRO r T • • UTROL DIVISION AI BUILDING CODE COMPLIANCE a. Af l' FPTAN•F on p vs.\Q Rc.i.fan.: REDRAWN Oucription EXTRUSION PROFILES & sw: ALUMINUM FIXED WINDOW Omen9 No. 4231 3/16' ANNEALED 3/16' HEAT STRENGTHENED —i 090INTERIAYER .i 1�L.r -3/16' ANNEALED or r —. 090 iNiER AiEER J /t6' HEAT S �a , oUu SILICON TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS DETAIL C TYP. 90' CORNER CONNECTION APPROVED AS COMPLYING IMTI1 11 I SOUTH FLORIDA BUILDING CODE 0A BY PROD QOhTROL DIVISION BUILDING CODE COMPLIANCE 0 ACCEPTANCE NO.CI l- CI L 07, 1 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 R� i/ Robert CI rk,P.E. PE 439712 Structural f�T INDUSTRIES , &poll a'• F.K. 1070 TECNAGLOGr NOXWOS. FL 34775 P.O. 80X 1529 NOKOMIS. it 34274 Rowe t1r. rote: 8/13/01 sutaa/Naaac PV/ - 701 I Scate: NTS Rrviuona: REDRAWN Dne.rPtion: GLAZING & CORNER DETAIL Rile; ALUMINUM FIXED WINDOW Shoat: Tat 8 Om. ng No. 4231 Row C Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 . 135.00 135.00 1.35.00 122.90 112.60 39.000 135.00 135.0 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135:00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57. 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loods based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for /12 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads APPROVED AS COMPLYING VATH THE SOUTH FLORIDA BURDI • •E CI / PR. • T n'NTROL DIVISION ill BUIL• •CODE COMPLIANCE 0 ACCEPTANCE NO r11 '(NIL • Ol REFERENCE TEST REPORTS: FTL -2763, FR -2780, dr 2816 L. /l Robert L. lark. PE. PE #39712 Structural T IND RIES Owrn gy F.K. 1070 TEaalowaa oat NOKOMIS 11 34273 P.a #OX 1329 =wax 1L .14274 Rona gyrate: any 8/13/0 R.,illau: REDRAWN O.scrf COMPARATIVE ANALYSIS, NON- IMPACT nu. ALUMINUM FIXED WINDOW seu/uo o: PW -701 Scott: NTS SANK 8a 8 OrortN9 No. Rio: 4231 I C Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 53. 125 60.000 74.000 26.000 120.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37. 000 115.10 85. 77.40 40.00 40.00 40.00 37.00 28.90 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 53.125 60.000 74.000 26.000 100.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37,000 100.00 85.70 77.40 40.00 40.00 40.00 37.00 28.90 3/1 6 " ANNEALED GLASS NOTES: .) Negotive Design Loads bosed on Comparative Anolysis and Glass Table ASTM E 1300. 2.) Positive Design Loads based on Comporotive Analysis and Water Test Pressure. 3.) Numbers ore for #10 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 15" Negotive Design Loads Positive Design Loads PR APPROVED AS COMPLYING WITH THE DA !� •E Br Al/Mr _ ROI. MOWN WILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C.)1'" U102• U By Rr d . 00.: R.ri. on F.K. 8/ j REDRA a,4.4 By: J.J. . OucrlPGOn: � INDUSTRIES COMPARATIVE ANALYSIS. NpN- IMPACT �/16A Rohen L. ark P. E. PE R3971z Structural REFERENCE: TEST FTL -2748, 2756, 2758 ' 1070 rECKNOLOGY ORNE NO1 0495. FL .34275 ALUMINUM FIXED WINDOW S.riu/uad.I P.O. 90K 1329 NOPOUIS, FL .34274 F -6000 Sa.1e SA..1: NTS 9 .r 9 0,41444 No. 550 R.r. 8 9. J.5- Advt. /go s� �) 3 3o2 - pattrvigilic qsv-3n-75') ..� DADE ' NG CODE COMPLIANCE OFFICE (BCCO) .1 ∎ CTCONTROL DIVISION k ICE OF ACCEPTANCE (NOA) PGT ° - tdustrics 1076 Technology Drive Nol .nuis, FL 34274 MIAMI -DADE CC,UNI r, FLORIDA METRO -DADE FLA.GLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305)375-290S 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 L. e Board c Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the..uthority Having Jurisdiction (AIIJ). Thi 7 NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dad County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to tids product or material tested for quality assurance purposes. If this product or material fails to perform in the .+. ;ccpted rnaruier, the manufacturer will incur the expense of such testing and the A-IJ may immediately re v∎ ,u modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right :Ace this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or rye-del-jai 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 Z_ime the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- lrnpact Resistant APf ROVAI., DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets I througn 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami - Dade c,unty Product Control Revision stamp with thc Notice of Acceptance numbcr and expiration date by the Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact i t!. LING: 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. .RI':N IEWAL 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. TEItTIINAT1ON of this. NOA will occur after the expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, cdvertising 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. ADVFRTISF,MENT: 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 displayeu, then it shall be dine 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 thc request of the Building Official. This NUA revises NOA 14 99 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR 8 DETERMINATION (SEE NOTE 1) WINDOW ( WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 I- A A A A A 37.000 A A A A A 1 44.000 A A A A 8 1 53.125 A A B 8 8 f 63.000 A B B B 8 1 74.000 A B B 8 B LARGE MISSILL IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SCE TABLE BELOW AND GLAZING DETAILS SHT. 2. 6" (.353) LA +IINATEO USMG M"NSANTO SAFLEX Pv6 OR .e:3NT W/ BuTACITE INTER iAYEP F::TW'EEN (2) IDES Di: A. V5 A /:NE ;.: GLASF E. '/8 HE S1RENGTHLNE0 :•1.SS 2. CONFGURATIONS• XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS Ti1LES AS'M E 13: ' -98 B. POSITIVE DESIGN If .DS BASED JN wATER T_ST PRESSURE & GLASS TABLES ASTM E 13J3 -98. 4. ANCHORAGE SlNr: E ROW 0' FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & S1LL, MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH S °DE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS MAX. 6" FRO CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT. NC SHUTTERS REOUIREO. 6. REFERENCE TES- RfPOR'. FT1- -1969 3" MAX HEIGHT • 58 /4" MAX FIXED LITE DAYLIGHT OPENING — 74" MAX w1DTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT —1 OAYUCHT OPENING OPENING 0 I I I I I 8" MAX 4' MAX — ELEV.,TION X 8" MAX 4" MAX SEE NOTE 4 ON MEETING 3 ITEM 57" MAX VENT DAYLIGHT OPENING RAIL ANCHORAGE DESCRIPTION 1 FLANGE FRAME ."AMB r Alum. 6063 -75) 612225 (2 2 FIXED MEETING RAIL ( Alum. f363 -T ; 612228 '1 SASH MEETING RAIL ;=hrn. 63363 -i5, 612229 I l AS SIDE RAIL (Alor -. =0 T5) 612230 5 _....ZiNG BEAD (Alum. 6,,6:: - 5) 55345 6 WINDLOAD ADAPTER :Alum. 60:3 -T5) X612236 (t m.:dspan of frame sill) 7 FLANGE FRAME HEAD Alum. E063 -T5) 1612237 i 8 FLANGE FRAME SILL Alum. 6063 -T5) 1612238 i 9 FRAME SILL ADAPTER Alum. 6063 -T5, 612239 1 '•0 SASH TOP /BOT, RAIL Alum. Er'r3 -15. 612240 2 1 1 SLREEN RETAINER (Alum. 6063 -T5) 6532377 ! _A;AINATED USING '2 1 8" ANNEALED GLASS LP.M!NATEO USING 27 HEAT STRENGTHENED GLASS Alum. 6063 -T5 LIR CHANNEL 10 x 1.000 Ph. F,. SMS 6 x 1.000 PH. PAN SMS WEATHERSTRIP, THIN WALL BULB VINYL 8 x .500 PHIL. FI SMS 19 20 21 22 23 24 25 26 27 8 x 1.000 PH!:. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP - PILE \FINSEAL SILICON WEATHERSTRIP FULB VINYL /2 /V X67 CX 6r .3S z-A-- Rohe L. (].. k 1'.E PE. 1134 712 -- - - SI + - w1 t rat V.T. 6122446 midspan of vent) ALUMAX 710X1 4 Windload Adopter screws) FASTEC 76X1PPA 2 for onti -lift channel) MERCHANTS FASTENER 6TP247 8 (1 per Glazing Bead) EAM PLASTICS T TP -247 7856A 2 (Sweep Latch screws) MERCHANTS FASTENER 4 (when using 2 Sweep Latches) 761POA 22 (Frome/Vent oss'. screws) MERCHANTS FASTENER 71096 1 11.5' from ends -vent mtg. rail) 2 if he ht is >= 42 ") 0250 1 ®midspan /2 1 4 70251 1 *mid from ends) MASTER TOOL 7 -M10 -250 nn 2 1 4 ` from ends`, M,4S1ER TOOL 7- -1410 -251 eo. ene of vent top roil) MASTER TOOL 70312 7BRWHL2 4 2 per Roller Housing) VINYL - TECH /P,G.T, 61062W 2 @vent to 'bot roils Be mtg. rail) SCHLEGEL CORP. FS7826 -187 62899 DOW CORNING 899 6TP249 1 (0 vent comb roil) '070 "CCI4NOLOGY ORrvE NOKOM.IS. FL 34275 0. B0e 1525 ."DNS, rt 14774 OTY. /LOCATION MM ALUMAX ALL'MAX ALL'MAX ALL'MAX A ;.UMAX ALUMAX AL e.LUMAX A.! 1 MAX N JMAX UMAAX VENDOR MINIATURE DIE CASTING PGT.214,XX TEAM PLASTICS Revd By" F. K. le • 11/ MKSio,+t' UPDATE FOR RENEWAL Revision,. C- NO CHC THIS SNT VENDOR ! AF -12225 AF -12228 f AF- -12229 a AF 1223E' A -L5 AF- 1242 AF- 12237 AF- 12238 AF -12239 AF- 12240 AF- 532377 AF- 12244 TP -249 19(U111I(21 N! VI5I:0 cOaplOns vNh 16s Flnnd, 8&W Cede AnctiOancs no 0 c&Owlet -4 AN Mick* Dade rr, a. 0.1 d 5. Aev,d 6 amr. F. K 1 /29/99 o.n By: acne: D. B. 2/ 1 6/ YC O.,crulm": OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW ieri,>/Loder Scn�: SMeL Oro.. 41 IRe. HS -310 I ` ,TS 1 4 EXTERIOR MAX. HEIGHT MAX. FIXED GTE DAY! ICNT OPENING ROIICH _� OPENING ROUGH — cPEN!Nc — 2.10 � _1_ .500 VERTICAL SECTION MAX. VENT DAYLIGHT OPENING TOUCH 'CNING 2.784 Y 1 1/8" ANNEALED GLASS .090 INTERIAYER (MONSANTO SA'LEX OR DUPONT W /BUTACITE) I-- MAX. DATLIG' OPENING —4 1/8' ANNEALED CLASS — Roller.'.. Clark. P.E P1 '397:7 -St -twat— _V max. lucal- MAx. WIDTH IZN 2.643 HORIZONTAL SECTION T t INDUSTRIES 1070 TECNNOLOCY DRIVE NOKOMIS. F. !<275 P.0 BOX It. NO°O,IS. R 3427A — M4X. DAYLIGHT OPENI1 C -- �S to N I EXTERIOR 1 /e' HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1 /e" HEAT STRENGTHENED CLASS ,LAZING DETAILS: 5/16" (.350) LAMINATED GLASS Raved BY Date F.K. 11/5/01 aen. Date: F. 5/ Drew B' Deter D.E. 2/16/98 Denfip:ion: Se.le. / +oast• HS -710 7 .705 Re✓ one: ADD GLASS DETAIL Re ie C—N0 CHG THIS SHY &o,.. 1 Sneer NI I 2 a 1 2.784 1 1-- .500 — 1 /2" CLASS RITE DM*. ROUGH OPENING P HUDUCT IIf.VISED • tompl1ing aid the tLrYa DBWIII Cade Awtptare Ma • -II ,11 cam" -B03 Dal . i Mil SECTIONS & GLAZING DETAIL R.. ALUMINUM HORIZONTAL SLIDING �Qvery Ra. 41 12 twt C of 02 WIN IN I R° C • V4 } -H H— .705 I i r-' — .OE2 2.784 ° lam L — —1 1— — .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. O 5/16" GLAZING BEAD 1.187 062 2.C 74 �T ()FRAME SILL ADAPTER 6C63 - - "5 ALUM. REFERENC TEST ?EPDRT: FTL 1969 .062 1.403 . FIXED MEETING RAIL 6063 -T5 ALUM. .062 j .723 .688 ©WIND LOAD ADAPTER 6063 -T5 ALUM. .062 1.183 1 .319 10 SASH TOG & BOTTOM RAIL 6063 -T5 ALUM. .06: —�— �1 i 187 .081 O SASH MEETING RAIL 6063 -T5 ALUM. - .062 1.373 l r tir 1,.273 2.710 -0--I 7 O FLANGE FRAME HEAD 6063 -T5 ALUM. /,J 5� z Rode l.. Cask, Y.E. PL- C39 :2 Suuua al 1O7D IECMA'1001 URNS NOKOWS, FL 34275 P.0 = 1519 NW Orb, FL 14274 1.122 062 --- 1.2911 .2 91 i 1.970 1--- O SASH SIDE RAIL 6053 -T5 ALUM .062 — ••+` -- P - 2.094 I-02.710-0-1 ()FLANGE FRAME SILL 6063 -T5 ALUM. Rev. Br: Dote: I Re. soon: Ff( 11 /5 /011 FD .sHr Rem! Fy. Deter exsmr. F.K. 5/22/02 C —N CHC TH /S SHT Grown Br thee: F.K. 11/2/01 EXTRUSION PROFILES rah, 1.349 PNUDUCr amoiseo on /1 C I "oft A aee No ✓y+lnt a D Mind Ds* Prod Iru— Caobal Ulvh vo ALUM'NUM HORIZONTAL VVICDOVIi aerie.f 4. Y,h:' IDIO. 7 No. INC V: HS -710 .T5 V ar 4 1 4, C 1 APPROVED W000 BU^( • 3/16` OR 1/4" TAPCON W/ (I12 1ID-1 (SEE NOTE 1) TYr °CAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHOR_ Ij 1/4" MAX. I SHIM. I� 1 3/16" DR 1/4" TAPCON W/ #12 HD • (SEE NOTE 1) 4 T _1/4" MAX. SkIN. ' 1/4" MN. APPROVED J 2x WOOD BUCK APPROVED 2x WOOD BUCK #10 WOOD SCREW t TYPICAL SLL SECTION ! MOOD ANCHORING I 1/4" MIN. 1/4" MAX.J SHIM #IO WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING 1/4" / 4" MAX. SHIM MIN. 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) ;Vie Robert L. C,.rk. P.E PE 039'n2 sow ut..11 APPROVED J WOOD BUCK TYPICAL JAMB SECTION SUBSTRA — E ANCHORING INDUSTRIES 1070 TCCNNOLOCV ORNE NOx04115. IL 34275 P.:. 8O► 729 NOKOUIS. f 34274 #10 WOOD SCREW APPROVED 2x WOOD BUCK NO`F.S• 1. USE ONLY MIAMI -DADE COUNT" APPROVED EICO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FT.- 1969 TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4" M Milt /5 xf:Vl7E11 a. comply* wlIb roe fyrilk Ba01e1 Cony Aacpna Na ElpinUo. WI load Dole .art DM*, 02 OeSc, T,o : ANCHORAGE fxH: ALUI ✓INUM HORIZONTAL SLIDING WINDOW I Sf'Kr /H4e' 1 SOIL' 154.1. (upping HO 11er 1 Ns -':n I NT` 1 ,3 of 4 4 I2 } G 111 Miami Shores Village Building Department BUILDING CRITIQUE SHEET � -'�� /� •ter .�' %L�. i ►�� Eir '/ t %� ll f~ i t i i i .'4Is G►liliirW'„". JI k - J/ /j�'1 Permit No. -' Job 'Name _ • 10050 N.E.2nd Avenue Miami Shores, Florida 4 33138 Tel:13 5) Fax: (305) 756.8972 iviiami 01101Cb v ina61/40 Building Department PetniitNci: JobName P 1 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Te1:1305) 795.2204 Fax: (305) 756.8972 Sep 17 2003 20:32 NOTKE OF COMMENCEMENT AIccQ01Doo/Y1NlfeETMoMI<JOS 11711 /nag br stAmtr N0J P' nn VOLY FOLIO NO 2Sr a OP RoraAre COUNTY 01' k IMS-CA e 7HE lAa6d1blOPED hereby ewes no lo that Impro.ammb MA be made M eartsln reaf propsb and M=coder= lath DepterT18. Rcddaatetutis,thefeaawap!Marra&n la povidad In this Nadasat fbtnnnoamnt. 1. Legal OuoflpllaT of proverb/ and sasat/addnsat /J 4 0 01 E / o d. Xein..c ✓h l l4inf gU • • 3 313 e . Description of Total Restoration, Inc. 954 455 -1838 p.l CFN 2003Ro691•27 OR 6M 216$d 211199I f10aI 1 RECORDED RVEY RUV1t br CUR NLAhN-DADE COMITY. RLOf:IDA LAST PAGE Gc 3.Owner% mire sibt s4 iu: l+,41n,tt Aiteikey. 2e. ,e.se 4.2 n / o s• pe-, pot. +su t 44,. •r,.r 1. I . 3'3f 3 e Intermit In property Name and edema or les simple fRMholdsr. 4. COn7MlbrS name eV EOM: s,/* avE C. 4 -- • j3 & 3/ Sw /6 okxc 44. * 4Acuo 33�r 6. §uric • 4 smart bend required by Owner from oQtTVaolar, n in Nemo and aa '- A,name of bond It 6, Lenders flame Mel at rims & T, Persons Within the state of Florida dasienatsd by Owner upon whom notices cr other documar*e may be aervod at provid.d by !leaden 713.13(1)(0)7. Ronda Statutes, NM* MCI ltd• / � Le 5 LG Not PUDIC Pnrtt NOMfy1 My commies nual.ea raven - d. Si Wedeln to Moist/4, Owners designates the following parson( to weirs a copy of the tie rne'a Notts ae provided in 8aoaon 713.13(V b). Merida t3tahvtaa. Name and O. Moe this Notice of Comma :mint (1a eabtroticn data la 1 year teem the date of Ieoordfnp utilize a i Aft P 1 " J " 1 .,. *. Mama C . r 1 1 A, f le trop Ar. c. Zetv S o Napssod b 79 Sworn tp and Subscribed before revs this Er- day of f 3C� . 20 (93 . 4. f,YAonrn a�pineDvpvMM comas 2004 aTATEO(r FLORIDA, COUNTY Or DADC ,tiLneerCtR7lip !het Ina iv .ha f .o real rn � � I�>• oy .o. ;TN naH Mime: OMi JAW A. 3942., °Gust Factor Category t :::Rigid Structures >Simplified Method: Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category It _*Rigid Structures - Complete Analysis ..:. ; ... Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 900.000 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9436 0.105 Gust2 0. 925 *(tb1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8953 Eave Height (Eht) Gust Factor Category 111 Flexile or Dynamically Sensitive Structures ; Vhref V*(5280/3600) 214.13 ft/s Vzm bm *(zm/33) ^Am *Vhref 123.29 ft/s NF1 NatFreq *LzmNzm 3.46 Hz Rn (7.47 *NF1) /(1 +10.302 *NF1) ^1.667 0.0638 15.00 Nh 4.6 *NatFreq *HWzm 0.56 Nb 4.6 *NatFreq *BNzm 0.63 Nd 15.4 *NatFreq *DepthNzm 4.37 Rh 1 /Nh- (1 /(2 *Nh ^2) *(1- Exp(- 2 *Nh))) 0.7117 Rb 1 /Nb- (1 /(2 *Nb "2) *(1- Exp(- 2 *Nb))) 0.6833 Rd 1 /Nd- (1 /(2 *Nd ^2) *(1- Exp(- 2 *Nd))) 0.2026 RR ((1Beta) *Rn *Rh *Rb *(0.53 +0.47 *Rd)) ^0.5 1.3932 gg +(2 *LN( 3600 *n 1)) ^0.5 +0.577/(2 *LN(3600 *n1)) 4.19 Gust3 0. 925 *((1 +1.7 *Izm *(3.4 ^2 *Q ^2 +GG ^2 *RR ^2)^0.5)/(1 +1.7 *3.4 *Izm)) 1.43 Calculated Parameters I mportance Factor ( 1 0.88 Hurricane Prone Region (V>100 mph) Table C6-4 Values ' Ipha = 9.500 II zg = 900.000 C I Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) t = 0.105 Type of Roof ! Bt = 1.000 Eave Height (Eht) 'm= 0.154 Ridge Height (RHt) Bm = 0.650 Mean Roof Height (Ht) Cc = 0.200 Width Perp. to Wind (B) I = 500.00 ft Epsilon = 0.200 Damping Ratio (beta) ! Zmin = 15.00 ft User Input Data Structure Type Building 0.88 Basic Wind Speed (V) 146 mph Structural Category II , Gust Factor % G / / / , - Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 14 Deg Type of Roof Gabled Eave Height (Eht) 11.00 ft Ridge Height (RHt) 18.00 ft Mean Roof Height (Ht) 15.00 ft Width Perp. to Wind (B) 17.00 ft Width Parallel to Wind (L) 35.00 ft Damping Ratio (beta) 0.01 Gust Factor .Surma ry Type of Structure Main Wind -force resisting system: Components and CIadding:y 0.88 Gust Factor Category: 1 Gust Factor Category: j" /' - I 0.90 Gust Factor G 0.90 , Gust Factor % G / / / , - Cakufated. Parameters Type of Structure Height/Least Horizontal Dim 0.88 Flexible Structure No 1160 NE 102 STREET MIAMI SHORES, FLORIDA Red values should be changed only through "Main Menu" TOM MARINOS CIVIL, STRUCTURAL REG. NO. 51562 WIND98 v2-8 Wind Load Design per ASCE 7 -98 / / 746 ‘ 7242003 98 -209 TM Page No. 1 of 7 Elev. Kz Kzt Kd qz Pressure (Ib/ft ^2) Windward WaIr ft 0.85 Ib/ft ^2 +GCpi -GCpi 18 0.88 1.00 0.85 39.37 21.11 35.29 15 0.85 1.00 0.85 39.37 21.11 35.29 1160 NE 102 STREET MIAMI SHORES, FLORIDA WIND98 v2-8 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) 7/24/2003 98 -209 TM Page No. 2 of 7 Variable Formula :Value..... Units . ; . Kh 2.01 *(Ht/zg) "(2/Alpha) 0.85 Kht Topographic factor (Fig 6-2) 1.00 Qh .00256 *(V) "2 *ImpFac *Kh *Kht *Kd 39.37 psf Roof Pressure Coefficients, Cp Roof Area (sq. ft.) - Reduction Factor 1.00 ;I:lvallii P r Coefficients; Cp:: Su [iv Cp md Wall (See Figure 6.5.12.2.1 for Pressures) 0.80 1160 NE 102 STREET MIAMI SHORES, FLORIDA B WIND98 v2-8 Wind Load Design per AS CE 7 -98 Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems I * Horizontal distance from windward edge L Leeward Walls (Wind Dir Parallel to 17 ft wall) Leeward Walls (Wind Dir Parallel to 35 ft wall) Side Walls - 0.30 -0.50 -0.70 -17.56 -3.38 -24.71 -10.54 -31.76 -17.59 Roof - Normal to Ridge (Theta? =10) Windward - Max Negative Windward - Max Positive Leeward Normal to Ridge Overhang Top Overhang Bottom -0.68 0.00 -0.49 -0.68 0.80 -31.16 0.00 -24.31 - 24.07 0.61 - 16.99 0.00 - 10.14 -24.07 0.61 :Roof. = Parallelao:Ridge (All Theta) Dist from Windward Edge: 0 ft to 7.5 ft Dist from Windward Edge: 7.5 if to 15 ft Dist from Windward Edge: 15 ft to 30 ft Dist from Windward Edge: > 30 ft - 0.90 -0.90 -0.50 - 0.30 - 38.81 -38.81 -24.71 - 17.66 - 24.64 - 24.64 - 10.54 -3.49 7t24/2003 98 -209 TM Page No. 3 of 7 Case A Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -3426 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 0.00 0.18 -0.18 39.37 -7.09 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 5E 0.00 0.18 -0.18 39.37 -7.09 7.09 . 6E 0.00 0.18 -0.18 .39.37 -7.09 7.09 1160 NE 102 STREET MIAMI SHORES, FLORIDA Kh = Kht = Qh = 4E WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 "(V) ^2 *ImpFac *Kh *Kht"Kd p = qn - (vUpt - bcpi Wind Direction 0.85 1.00 39.37 7/24/2003 98 -209 TM Page No. 4 of 7 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -0.29 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -13.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84 1160 NE 102 STREET MIAMI SHORES, FLORIDA Kh= Kht = Qh = 4E Wind Direction WIND98 v2 -8 _ Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Hthg)^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(1)^2 *ImpFac *Kh *Kht'Kd p = qh ' (GCpf - GCpi) a 0.85 1.00 39.37 7/24/2003 98 -209 TM Page No. 5 of 7 Component width (ft) Length (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft ^2) Max Min Max Min T -1 2 19.5 126.75 1 0.30 -0.80 18.90 -38.59 2 19.5 126.75 2 0.30 -1.40 18.90 -62.21 2 19.5 126.75 3 0.30 -1.40 18.90 -62.21 GT -1 4.5 19.5 126.75 1 0.30 -0.80 18.90 -38.59 4.5 19.5 126.75 2 0.30 -1.40 18.90 -62.21 J -1 2 8.5 24.08 1 0.42 -0.86 23.77 -41.02 1 10 33.33 2 0.40 -1.73 22.66 -75.36 CJ 3.5 12 48.00 2 0.36 -1.62 21.41 -71.00 WINDOW DOOR 3 7 21.00 4 0.94 - 1.04 44.22 -48.16 WINDOW DOOR 10.00 4 1.00 -1.10 46.46 -50.40 10.00 5 1.00 -1.40 46.46 -62.21 WALL 1 12 48.00 4 0.88 -0.98 41.72 -45.66 1 12 48.00 5 0.88 -1.16 41.72 -52.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1160 NE 102 STREET MIAMI SHORES, FLORIDA a = 1.7 WIND98 v2-8 Wind Load De sign per 7 -98 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 3.00 ft ote: " Enter Zone 1 through 5, or 1H through 3H for overhangs. 1 a a a Gabled Roof 10 <Theta < =45 7/24/2003 98-209 TM Page No. 6 of 7 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 -0.18 1160 NE 102 STREET MIAMI SHORES, FLORIDA WIND98 v2 -8 Wind Load Design per ASCE 7 -98 Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi • 7/24/2003 98 -209 TM Page No. 7 of 7 Tom Marinos, P.E. 1839 SW 155th Avenue iramar. Florida 3 027 I D Value: 3 DL reduction (p 10 f: 2C�18�: 55 55 55 55 55 ROOF FRAMING REACTIONS 704 704 207 524 1 > >'> 317 <> > < »> i'S B : 0 ................:......... O 0 0 0 0 O 0 O 0 .......,.;#>is ><": >« >':< 0 0 0 O 0 O 0 :...:....... ...... ........<,:,,.,,<. +;:.,..,.,,.. O 0 >. : �i .'............:......'!iT;.;i' ';ii O 0 O 0 ; i% Y;? iifi[ F /i` "'':':'i'i "i'iii <i:::i %.r: 0 :..........: ..:.. ..................i:::'::`:: 0 0 RESULTS WIND WIND LEFT # T RIGHT (#) ` �:;, ;,':::::;.:::.,.::;.:,:;:.:: 1583 1583 ::::: >:: >:<::: >: %::: 4 :::: ><:: WIND LOADS GRAVITY LEFT SIDE RIGHT SIDE ROOF FRAMING ;.' ON R ;3N &7' TRIBUTARY SPAN OVERHANG OVERHANG (PSF) WIDTH FT FEET (FEET) FEE MEMBER ID ? > >< "w:,< >.�� >::: « > T- 55 T-1 55 :::,:: »:.: :::: >:<;:::: >: >:;: . »:<: »:<: >:<:::> ' »:: »:<:: 55 __ .............._.__..:: 55 ..................... ................. O 0 O 0 O 0 .. 7/24/2003 98 -209 TM 1 OF 1 TOM MARINOS, P.E. Civil and Structural Engineering 1839 SW 155 Avenue Miramar, Florida 33027 Tel: (954) 392 -7540 Fax: (954) 392 -7540 E Mail: civilengtm @mindspring.com Project: 20ssv f2E5 E-. c.E. Order No • $ Engineer: Checked. Date: 4-22-V3 Page Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1839 SW 155`" Avenue Miramar, Florida 33027 Tel: (954) 392 -7540 Fax: (954) 392 -7540 E -Mail: civilengtm@mindspring.com Project: (2d ce,D (ZESID EluCE t:: Too Lw1 €E 41‘17)e.:: O F ::DPCJ,AJ ,2 1 Z a 3SI(:,1# y 41 .............. Order No 93-209 Engineer: TM Checked. Date: -23-0 ............... ...................... ........ • tAA.4 rviiKokkg Page Rev: 7/24/1903 12' HIGH WALL MASONRY WALL DESIGN Effective height : =12 Feet t := 7.5 inches d := t d = 3.75 inches 2 b := 12 inches Allowable Stresses in Masonry Walls r := 2.60 Fba := 0.33•fm R(Effective height,r) :_ Faa := 0.25• fin- R(Effective height, r) Applied Stresses in Masonry Check Axial Compression fa: = P fa = 20 psi b•t fa =20 « Faa = 316 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast =0.31.- Ast =0.116 in #5 at 32" o.c. 32 Ast p : =— b•d k 42•p-n+ (p (p•n) Fm :- 2-M-12 j•k•b.d fs :_ M• 12 p•j•b•d E( 70•r /2 if Effective _height. 12 Effective_heit. 12 ) 1 (Effectivehei8ht. 12) 2 otherwise 140-r p =0.003 Fm = 496 psi fs = 29226 psi k = 0.304 j: =1 -k 3 Page INSPECTED MASONRY fm : =1500 psi P : = 1760 plf M : =954 'Ibs -ft/ft Fsa : = 24000 psi Es := 29000000 psi : = Es n = 25.8 (750•frn) Effective_height• 12 _ 55 Fba = 495 psi Faa =316 psi j =0.9 1 98 -209 TM 4 7/24/1903 CHECK COMBINED STRESSES (Allow 33% increase due to wind) fa Fm -- =1 t .06 Faa Fba fs = 1.22 Fsa «< 1.33 OK «< 1.33 OK 2 98-209 TM TOM MARINOS, P.E. Civil and. Structural Engineering 1839 SW 155 Avenue — - - -- -- Miramar; Florida 33027 Tel: (954) 392 -7540 Fax: (954) 392 -7540 E -Mail: civilengtm©mindspring.com Project: R_() SS o kb - D m V iL Order No.: 1 v C J Engineer: Checked : ----- Date: -Z31U9 Page MI AMI -DADE COUNTY rAX COLLECTOR MILL CD: 1 1 nn AUTHORITY RATE SCH OP 8.4820000 SCH DEB 0.7700000 FIND 0.0385000 WM DIST 0.5970000 OPER DBT SVC COMBINED TAX MEMORANDUM NOTICE 2002 REAL PROPERTY TAXES FOR INFORMATION ONLY AD VALOREM TAXES FOLIO: 11 :32n9 n1 A n16.0 NAME: (;HRTSTfPHFR A RIISSO S C H O O L . A N D S T A T E D I S T R I C T S 1122.61 EVG PRJ 0.1000000 101.91 5.10 79.01 SUB TOT VIILAGF OF MIAMI SHORES 7.7500000 1025.73 0.5151000 68.17 M I A M I CNTY WD 5.8890000 DBT SVC 0.3900000 FIRE RE 2.5820000 IMPROVE '"E'''S DISTRICT: 2 ROPERTY ADDRESS: 1160 NE 102 ST WASHINGTON MUTUAL HOME LNS CHRISTOPHER A RUSSO 1160 NE 102 ST MIAMI SHORES FL 33138 -2616 AMOUNT AUTHORITY RATE SUB TOT D A D E COUNTY DISTRICTS 779.42 51.62 341.73 N O N - A D V A L O R E M A S S E S S M E N T S SPECIAL ASSESSMENTS DIST RATE FOOTAGE/UNITS AMOUNT DOMF�ENTS IF YOU NO LONGER HAVE AN ESCROW ACCOUNT, PAY THE NOVEMBER AMOUNT INDICATED, PRIOR TO DECEMBER 1. DIST INTERES'RATE YEARS INTEREST MTG CO #: 287 YOUR TAX BILL AT A GLANCE Site law in Florida requires that the Property Appraiser establish the value of all properties as 'market 'value. The law defines market value as the amount a willing, knowledgeable buyer would :My to a willing, knowledgeable seller of a property. The assessment roll of each county is subject to the approval of the state government. The Property Appraiser must exercise responsibility for assessments without regard to the rate of tax (millage) for any jurisdiction. As a property owner you receive a COMBINED TAX BILL, approved by the state government. which includes Ad Valorem taxes for Schools, Municipal and County services, as well as non -Ad Valorem assessments for water, road, sewer. garbage. lighting and other special taxing districts The tax bill. therefore. allows for one single payment to the Tax Collector who, in turn, makes all the appropriate distributions to the respective taxing authorities. This bill covers taxes as described for the year shown hereon Taxes are due November 1 of aach year. Real Property taxes become delinquent April 1. at which time a minimum of 3% interest is added, plus advertising charges. Tax Certificates are sold on or before June 1. Personal Property taxes become delinquent April 1, at which time interest is added at the rate of 1 -1.2% per month until paid. plus advertising charges and fees. State law provides the following schedule of discounts on ad valorem taxes: 4% if paid in November 2% if paid in January 3% if paid in December 1% it paid in February SPECIAL ASSESSMENT AND IMPROVEMENT DISTRICT INFORMATION Special assess'neots •tie h'': the period of October 1. 2002 through September 30. 2003. Special Taxing District rates are per assessed foot or unit. Installment payments for improvement districts are due November 1st. Installment includes annual principal and acurued interest. Failure to pay the annual installment results in the full principal and interest due on the nen to be sold by certificate on or hefure June 1. 2003 For more information tall 305 - 375 -5524. INFORMATION FOR: Dade County Solid Waste Management: City Of Miami Fire Rescue Or Solid Waste Assessment: •• 04 ..........aw. A 305 - 594 -16 :C 305 - 416 -1570 one one Cc4 AMOUNT 13.24 1321.87 1093.90 RETAIN THIS NOTICE FOR YOUR RECORDS 0088359 AMOUNT DUE IF PAID IN NOV 4e DISC 3455.04 GROSS TOTAL 3599.00 VALUATIONS TOTAL VALUE 157352 HMSTD EX INSTALLMENT AMOUNT 25000 LOAN #: 0045354651 5 53 42 MIAMI SHORES SEC 8 REV PB 43 -67 LOT 6 BLK 176 LOT SIZE IRREGULAR J D0 THIS ONLY ASSE CTkF THE DESC SEF' MOR' AND o;sr ASSE MAY PER MAIN TAxE: PROA ESCR IMPO ^.E.E IP PTir . :.SG , ^r DE AI COMI MAN' DEBE MAXI SUFII IMPO PUEr. COW BIENr UNA MIRADA A SU CUENTA DE IMPUESTOS Las le : - fe ;r r eU... re! ;..d e. Tisador de Impuestos deter basandose e r a , •e• 11ef're el valor del mercado c suficiente corec on ert estar : :: ; agarlr a un vendedor con vender La testa de tasariores 7 ra ^a r n1a,o esta suleta a la aprobacir n propiedades Irene la responsado.nad de determrnar el valor de las propie amillaramiento de as dferentPs „r•sdiccrones. Como propietario. uste combinada. aprobada por er ael ern() estatal. la cual inctuye los impuestos escuelas. servIcios a lac murorma''d.?d v condado. asr como impuestos carreteras alcantanlladn has,r;, dr imhrado y otros impuestos de tasacioi lo tanto, la cuenta de cs ■mouestos aermrte hacer un solo pago at Recat distribuye la canudad correspor,oiente a as dderentes autoridades Esta factura cubre los im :',res'os oara el alto indicado. Los impuestos cada alto. Se consideraran •• c rc , ,:s impuestos de los inmuebtes cuyr de Abril. Comenzando con esta ' -. ~., re anadiran recargos adicionalet mteres. gastos de pubnracrcn r' - . - • r'' r.ados de impuestos son vend cada alto. Se consideran mcr•:: n mobiltarios que no se! de esta fecha se le anadira ur 'n^Pres lE` ' 1'7° manual hasta que sea recargos adicionales. Los estatutos de la Florida proveen los siguienles descuentos en inmueble: 4% Si es pagado en Ncne ^'t,ir 2% Si es paga 3% Si es pagair e' E r P•rhr? 1% Si es pagE INFORMACION ACERCA DE LOS DISTRITOS TRIBUTARIOS DE OBRAS Y 1 El r.y :ndn de as tasacrones especiales se extiende desde el 1 Septiembre ".' 20n3 Las tasas de avatuo de los distritos tributaries especi LO- ::31( a L +iazo Mira 1 r5 distritos de obras mctuyen tanto la suma io i nter.±• ,.c ,ar', n an.•a Los pagos 5e vencen el 1' de Novit a•} ` lad^ da saldo total. mas los interes acumul 'ne::• • . Pr,3 +urh Los nteresados en ohtener mformacion al re: PARA INFORMATION: Administration Recogida De Basura Del Cond Tasacion Para Bo m beros Y Rescate 0 Recogida De Rasura En la Cii nnnnn:dn n„ o., ...,,- n n.nnn :n nn Anun nn n., 1 n VIIAMI-DADETOR COUNTY COMBINED TAX MEMORANDUM NOTICE FAX COLLEC MILL CO: AUTHORITY RATE FOLIO: S C H O O L • • SCH OP 8.4820000 SCH DEB 0.7700000 FIND 0.0385000 WM DIST 0.5970000 OPER 7.7500000 DBT SVC 0.5151000 CNTY WD 5.8890000 DBT SVC 0.3900000 FIRE RE 2.5820000 NON - A SPECIAL ASSESSMENTS IMPROVE "F ^''S DISTRICT: DIST 3 ROPERTY ADDRESS: 1160 NE 102 ST : �a1r7" tiff BILL REQ s if 8 CHRISTOPHER A RUSSO 1160 NE 102 ST MIAMI SHORES FL 33138 -2616 r... t•t AI—...a. CG:... -.: C..1:J 1A /....... /l.. t. A ........a 2002 REAL PROPERTY TAXES FOR INFORMATION ONLY - AD VALOREM TAXES • _01P fl1 AO NAME: CHRT STf1PHFR A RA ASSO AND STATE DISTRICTS AMOUNT AUTHORITY RATE 1122.61 EVG PRJ 0.1000000 101.91 5.10 79.01 SUB TOT VII LAGF OF MIAMI R1-10RFS 1025.73 68.17 MIAMI - D A D E COUNTY DISTRICTS 779.42 51.62 341.73 D V A L O R E M DIST COMMENTS IF YOU NO LONGER HAVE AN ESCROW ACCOUNT, PAY THE NOVEMBER AMOUNT INDICATED, PRIOR TO DECEMBER 1. SUB TOT ASSESSMENTS RATE FOOTAGE/UNITS WASHINGTON MUTUAL HOME LNS MTG CO #: YOUR TAX BILL AT A GLANCE State law in Florida requires that the Property Appraiser establish the value of all properties as 'market value." The law defines market value as the amount a willing. knowledgeable buyer would aay to a willing, knowledgeable seller of a property. The assessment roll of each county is subject to the approval of the state government. The Property Appraiser must exercise responsibility for assessments without regard to the rate of tax (millage) for any jurisdiction. As a property owner you receive a COMBINED TAX BILL, approved by the state government. which includes Ad Valorem taxes for Schools, Municipal and County services, as well as non -Ad Valorem assessments for water, road, sewer. garbage, lighting and other special taxing districts The tax bill. therefore. allows for one single aayment to the Tax Collector who, in turn, makes all the appropriate distributions to the respective taxing authorities. This bill covers taxes as described for the year shown hereon Taxes are due November 1 of each year. Real Property taxes become delinquent April 1. at which time a minimum of 3% interest is added, plus advertising charges. Tax Certificates are sold on or before June 1, Personal Property taxes become delinquent April 1, at which time interest is added at the rate of 1 -1 per month until paid. plus advertising charges and fees. State law provides the following schedule of discounts on ad valorem taxes: 4% if paid in November 2% if paid in January 3% if paid in December 1% it paid in February SPECIAL ASSESSMENT AND IMPROVEMENT DISTRICT INFORMATION Special assess'ne''t= >re tt• the period of October 1. 2002 through September 30. 2003 Special Taxing District rates are per assessed toot or unit. Installment payments for improvement districts are due November 1st. Installment includes lnnual principal and accrued interest. Failure to pay the annual installment results in the full principal and interest due on the lien to be sold by certificate on GI beture June 1 2003 For more information :all 305 -375 -5524. INFORMATION FOR: Dade County Solid Waste Management: City Of Miami Fire Rescue Or Solid Waste Assessment: 305 - 594 -1630 305 - 416 -1570 , Inc (VIC CC4 AMOUNT 13.24 1321.87 1093.9a AMOUNT RETAIN THIS NOTICE FOR YOUR RECORDS 0088359 AMOUNT DUE IF PAID IN NOV 4s DISC 3455.04 GROSS TOTAL 3599.00 VALUATIONS TOTAL VALUE 157352 HMSTD EX I,NTERES' RATE Y E \RS INTEREST INSTALLMENT AMOUNT 287 LOAN #: 0045354651 5 53 42 MIAMI SHORES SEC 8 REV PB 43 -67 LOT 6 BLK 176 LOT SIZE IRREGULAR 25000 DO rHis 0NL'a ASSc OrHF THE Wee OESL SEc" rapa n,sr ASSE PER MAIN TAxE: PROV ESCR IMPo :L c • Ir� 11' F�tr , •a5A rrr., ur.c" DE AI COMI MAN' DEBE MAXI SUEII IMPO NE: co Jc BIM UNA MIRADA A SU CUENTA DE IMPUESTOS Las le ;e. le „ e, Tasaoor de Impuestos deter' basardose e^ r ,a ' e dt'frne el valor del mercado c suficiente coroc rrm'er :: st, r 3gariN a On vendedor con vender La hsta de tasar n,res r- -311 ' "1a esta suleta a la aprobacion propiedades tiene la responsaa'' nail de determinar el valor de las propie amillaramiento de las d'rerentes ur.scicciones. Como propietario. uste combinada, aprobada por e! anh rrnn estatal, la cual incluye los impuesto: escuelas. serv'cios a la= v condado, asl como impuestos carreteras. alcantarilladn has.Ira ,,r,mhrado y otros impuestos de tasacior lo tanto, la cuenta de 'es , mor '.Ios aermrte bacer un solo pago al Recat distribuye la cantidad currespor,D'ente a las diterentes autoridades Esta tactura cubre los ,m :• .es' o= oara el ano indicado. Los impuesto: cada ado. Se considerarar; •d.crc • .: impuestos de los inmuebles cuyt de Abril Comenzando con esta ' ^ , 1• 'e anadiran recargos adicionale: interes. gastos de pubncacicn ^a rados de impuestos son vend cada ano. Se consideran may ;: . i : ,e>tos mobiharios que no se 1 de este fecha se le anadira ur . "'or= ne ' 2° me.nsual hasta que sea recargos adicronales. Los estatutos de la Florida proveen los siguientes descuentos en I inmueble: 4% Si es pagadu en Nc n: "-ti; 2% Si es pagz 3% Si es paga'lr D 1 Si es pag< INFORMACION ACERCA DE LOS DISTRITOS TRIBUTARIOS DE OBRAS Y 1 El ry rrt^ de as tasaciones especiales se extiende desde el 1 Septiembre 1' ?R^? Las tasas avaluo de los distritos tnbutarios especi Lod rar :r' a tiuo oa•a 'r; 11s:otos de obras , ncluyen tanto la suma a "•'avoenle Los pagos se vencen el 1 de Novir • , r -n rd'.rad^_ 1 saido total mas los interes acumul •'9r:" e ".e ter h3 Los' "tore °.ados en obtener mformacion al re: PARA INFORMATION: Administracion Recogida De Basura Del Cond Tasacion Para Bomberos Y Rescate 0 Recogida De Basura En la Cii Dne.....i."n n., o.....,.. n n. .. n n ... n r .. /. n / ri...1..,4 MIAMI -DADE COUNTY FAX COLLECTOR MILL CD: l i n o AUTHORITY RATE SCH OP 8.4820000 SCH DEB 0.7700000 FIND 0.0385000 WM DIST 0.5970000 OPER 7.7500000 DBT SVC 0.5151000 M 1 A M 1- D CNTY WD 5.8890000 DBT SVC 0.3900000 FIRE RE 2.5820000 COMBINED TAX MEMORANDUM NOTICE • • • • • • • NON - A SPECIAL ASSESSMENTS' IMPROVE.* *F S DISTRICT: BILLRE 2002 REAL PROPERTY TAXES FOR INFORMATION ONLY • AD VALOREM TAXES FOLIO: 11 A2n5 n j A n 1 F,n NAME: CHRISTOPHFR A RI I.SSO S C H O O L A N D STATE DISTRICTS VILLAGE OF MIAMI SHORES 1025.73 68.17 A D E C O U N T Y DISTRICTS D V 3 ROPERTY ADDRESS: 1160 NE 102 ST WASHINGTON MUTUAL HOME LNS CHRISTOPHER A RUSSO 1160 NE 102 ST MIAMI SHORES FL 33138 -2616 P..... /S. • ....4L .0 A.......... AMOUNT AUTHORITY RATE 1122.61 EVG PRJ 0.1000000 101.91 5.10 79.01 SUB TOT 779.42 51.62 341.73 A L O R E M ASSESSMENTS DIST RATE FOOTAGE/UNITS �ommENTs IF YOU NO LONGER HAVE AN ESCROW ACCOUNT, PAY THE NOVEMBER AMOUNT INDICATED, PRIOR TO DECEMBER 1. SUB TOT DIST ,NTERES' RATE vEAr.S INTEREST MTG CO # : YOUR TAX BILL AT A GLANCE State law in Florida requires that the Property Appraiser establish the value of all properties as 'market value. The law defines market value as the amount a willing. knowledgeable buyer would uay to a willing. knowledgeable seller of a property. The assessment roll of each county is subject to the approval of the state government. The Property Appraiser must exercise responsibility tor assessments without regard to the rate of tax (millage) for any jurisdiction. As a property owner you receive a COMBINED TAX BILL, approved by the state government. which includes Ad Valorem taxes for Schools. Municipal and County services, as well as non -Ad Valorem assessments for water, road, sewer. garbage, lighting and other special taxing districts. The tax bill therefore. allows for one single aayment to the Tax Collector who, in turn. makes all the appropriate distributions to the respective taxing authorities. This bill covers taxes as described for the year shown hereon Taxes are due November 1 of each year. Real Property taxes become delinquent April 1. at which time a minimum of 3 °'° interest added. plus advertising charges. Tax Certificates are sold on or before June 1. Personal Property taxes become delinquent April 1, at which time interest is added at the rate of 1- 1'2 °-° per month until paid, plus advertising charges and fees. State law provides the following schedule of discounts on ad valorem taxes: 4% if paid in November 2 °-b if paid in January 3% if paid in December 1 °% if paid in February SPECIAL ASSESSMENT AND IMPROVEMENT DISTRICT INFORMATION Special assessmeots t'u to the period of October 1. 2002 through September 30, 2003. Special Taxing District rates are per assessed foot or unit. Installment payments tor improvement districts are due November 1st. installment includes annual principal and acuued Interest. Failure to pay the annual installment results in the full principal and interest due on the !ten to be sold by certificate on or before June 1 2003 For more information gall 305 -375 -5524. INFORMATION FOR: Dade County Solid Waste Management: City Of Miami Fire Rescue Or Solid Waste Assessment: 305-594-16CC 305 -416 -1570 9RC OAC 0C44 AMOUNT AMOUNT 13.24 1321.87 1093.90.. rNSTALLMEN7 287 LOAN #: RErAINTHIS NOTICE FOR YOUR RECORDS 0088359 AMOUNT DUE IF PAID IN NOV 4 DISC 3455.04 GROSS TOTAL 3599.00 VALUATIONS TOTAL VALUE 157352 HMSTD EX 25000 MOUNT 0045354651 5 53 42 MIAMI SHORES SEC 8 REV PB 43 -67 LOT 6 BLK 176 LOT SIZE IRREGULAR 00 THIS ONL'r AS'•E n!HF TI{F DESC SEF MW a'IC msr. ASSE r.�av PER MAIN TAxE: PROA ESCR IMPO IP aS4 UM COMI MAN DEBE MAXI WO IMPO PIIEC cnuc BIENI UNA MIRADA A SU CUENTA DE IMPUESTOS Las le.P- !' e. Tnsador de Impuestos deters hasanocse e- •a' ' e '10tme el valor del mercado c suficiente conor. Amer., osta', • a pegarie a un vendedor con s vender La lista de tasarierec esta sujeta a la aprobacion propiedades gene la responsao. non dP determinar el valor de las propie amillaramiento de as c ferente, ,,recd cciones. Como propietario. uste combinada. aprobada oor e' y h e rn Pstatal. la cual inctuye los impuestos escuelas. sery cios a la mini .r::: c, n s condado. asi Como impuestos carreteras atcantanlladn has 1., :Iurbrado v otros impuestos de tasacioi to tanto, la cuenta de cs , mouP' , tns Dermrte hater un solo pago al Recar distribuye la canudad corespor.ohehte a ias dilerentes autoridades Esta factura cubre los rmr,e :*rs ^ara el ano indicado. Los impuestos cada ano. Se considers: ar : npuestos de los inmuebles cuyr de Abril. Comenzando con esia `e..i anadiran recargos adicionales interes, gastos de puburacir.r _ a'rr,dos de impuestos son vend cada ano. Se consideran mr. - ,r- Les mobillarios que no se I de esta fecha se le anadira ,,r r'PrPG d, ' l >° mensuat hasta que sea recargos adicionales Los estatutos de la Florida proveen los siguientes descuentos en inmueble: 4% Si es pagadu e^ Plu: e^ t, e 2% Si es pagz 3 °, Si es pager ;n. P'vt'P 1 °e Si es page INFORMACION ACERCA DE LOS DISTRITOS TRIBUTARIOS DE OBRAS Y 1 El I'.•rri1 de as tasaciones especiales se extiende desde el 1 Septiernb,e ,,. 20 ^3 Las tasas oe av3Iuo de los distntos tnbutanos especi Lis r i;tr na r d stntns de obras mcluyen tanto la suma it ^'C'a'' = 3" '' ^'Pnrp ! n5 pagos SP vencen el 1° de NOVIf dr 11. ;aide total, mas los interes acumul ")� P• { tPrb7 ' S 'nteresados en obtener information al re. PARA INFORMATION: Administracion Recogida De Basura Del Cond Tasacion Para Bo m beros Y Restate 0 Recogida De Basura En la Cit A,,.n fln T...........+ fl.. 1 B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 AE 8 FT FOLIO#: 1132050190160 C.O.R. - 7.62 FEE 98 0005037 T For Insurance Company Use Policy Number Company NAIL Number BUILDING OWNER'S NAME CHRISTOPHER RUSSO AND PETER DALIA BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR.P.O. ROUTE AND BOX NO. 1160 NE 102 ST CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 6 Block 176 of REVISED PLAT OF MIAMI SHORES SECTION 8 according to the plat thereof as recorded in Plat Book 43 at Page 67 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) (## - ##' - ##.##' or ##.#### #) ❑ d) Attached garage (top of slab) O e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) 0 f) Lowest adjacent (finished) grade (LAG) ❑ g) Highest adjacent (finished) grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3.h 1,440.00 CERTIFIERS NAME John Ibarra 5204 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS 5582 N.W. 7TH ST;zET,,,SUITE 202 SIGNATURE FEMA Form 81 -31. . 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: I 1 NAD 1927 1 1 NAD 1983 CITY MIAMI O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 SOURCE: 1 I GPS (Type): I I USGS Quad Map IX I Other. NGVD 1929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 11 FIS Profile 1 X I FIRM I !Community Determined 11 Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: IX 1 NGVD 1929 I 1 NAVD 1988 1 'Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1 1 Yes kxl No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1 1 Construction Drawings* I I Building Under Construction* 1 X I Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diaqram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. 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 Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion /Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? I X 1 Yes I I ❑ a) Top of bottom floor (including basement or enclosure) #5204 7/2/03 b) Top of next higher floor • c) Bottom of lowest horizontal structural member (V zones only) 10.69 N/A N/A 8.43 LICENSE NUMBER STATE FL ft.(m) ft.(m) ft.(m) ft.(m) 8.27 ft.(m) 7.72 ft.(m) 8.49 ft.(m) 5 sq. in. (sq. cm) nA TG TELEPHONE 7/2/03 (305) 264 -2660 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 in Sections A, B, and C 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. ZIP CODE 33126 j ' l • . 'cense Number, Embossed Seal, . Signature, and Date SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS For Insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces. coov corresponding Information from Section A. 98- 0005037 BUILDING STREET ADDRESS (Including Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 1161f) NE 102 ST CITY STATE ZIP CODE MIAMI SHORES FL 33138 r Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. COMMENTS SECTION C3 (E) LOWEST ELEVATION OF MACHTNF.RV TS THE AC PAD. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR - F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft.(m) 1 I I in.(cm) I I above or 1 I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CHRISTOPHER RUSSO AND PETER DALIA ADDRESS CITY STATE ZIP CODE 1160 NE 102 ST MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1 I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1 I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. 1 !The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has bean issued for: 1 I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31 JAN. 2003 SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE ft.(m) Datum: ft.(m) Datum: I I Check here if attachments I I Check here if attachments I Check here if attachments REPLACES ALL PREVIOUS EDITIONS