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BP-03-1199Miami 3ii0re5 V wage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. PERMIT APPLICATION FBC 2001 ECEttVE LIAR 0 1 2004m Electrical Plumbing Permit No. 6J27f1 I ter Permit No. 6 eq7— '3 C i Permit Type (circle): Building % Mechanical r Roofing Owner's Name (Fee Simple Titleholder) C OC'\N' �� I•AL., S Phone # .30S "� C Owner's Address `(� �`-'� -� S -r- . city ,,f JIN. cti\ MS S state L Tenant/Lessee Name — - Phone # Zip Job Address (where the work is being done) LI V.. CA -`" . City Miami Shores Village County Miami Dade Zip 13 '3 Is Building Historically Designated YES NO Contractor's Company Name C z'C'C f \U(Z v.i clINK \A L) Phone #'23% 1 Ea—) a Contractor's Address ) �'$ �, 0 W L.-5--C" -- f1J�.ca City v\� e 6,\,, State FL- Zip —37.-. \ 'D 9 Qualifier C.-‘2,V--V- 0 Z.0 CAN \ K.) Architect/Engineer's Name (if applicable) Q.O L ! O 4J <1' Phone 3-S Co C-1— o 1 a 0 $ Value of Work For this Permit a 10 Square Footage Of Work: L1 Type of Work: DAddition ,Alteration :New 0 Repair/Replace ❑ Demolition Describe Work: �,0 , s rVi) ec0 400 Submittal Fee Notary $ Scanning $ 3 try Radon $ Code Enforcement $ ` f Permit Fee $ S'6 S CCF $ 44 8C) 1� b Technology Fee $ / 7/ / 3 Bond 5 — Training/Education Fee $ Structural Plan Review. $ : O .00 (Continued on opposite side) 11410, !s. pcc aS0 � C t oi4 I 5-\--r06-u'vc.\ ne -ells $ so .00 NAR 10 EN`D Poor (T®!- , R ftwy / ,/ter.f ales, ,ie4-11;41 /0.,ytedvgyki R444 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 thin jurisdiction. I understand that a separate permit must be secured for Fi F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved d a reinspection fee will be. charged • Signature Signature Owner o gent �' Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E My Commission Expires: = (Certificate of Competency Holder) State Certificate or Registration No. -2k1 C O' j sg y <1 Certificate of Competency No. ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * APPLICATION APPROVED BY: Chc 10/14/03 3#61 y Plans Examiner Engineer Zoning Miami Shores Village. Building Department BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. 59 rt tq`1 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) f /fit) 5 Phone # Owner's Address /i% 7 2 T City State �7j ,, � Zip Tenant/Lessee Name Roofing 30�-° .� /,..' Phone # Job Address (where the work is being done) �[!j i 'Z City Miami Miami Shores Village ` County Miami -Dade Zip Is Building Historically Designated YES NO 3 as Contractor's Company Name 040 G.77/A , (�j 2 eJ c? 6„ft Phone # 72 0 171V/ fr1 City 41/71-70( State 's-. Zip Qualifier Contractor's Address -U/72- 1;7 Architect /Engineer's Name (if applicable) ( f ,IA„ ( 4 J .Vi rhone # 9.4 5 Architect/Engineer's Address 6, 5 CO 1 ? /4:7 ' fin., -c City rG� L/j/I Atril/� State . Zip �j /93 $ Value of Work For this Permit 1'920,Ctr1 Number of: Bays Stories Type of Work: ❑Addition Describe Work: Families Square Footage Of Work: Alteration ❑New i.' C C.d M5 Bedrooms ❑ Repair/Replace Baths ❑ Demolition exec County Escrow Fee $ I J ob K,E4Lia V i4-Ylo d� ****************************Fees****************************** Permit Fee $ Notary $ Education/Training Fee $ Code Enforcement $ Tech $ Scanning $ Radon $ Bond $ Struct. $ &tee 1/2416_, Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Ptd @, t". (Se 0-00. . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ./1 Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2,% The foregoing instrument was acknowledged before me this day of_A/ja . 20 by , day of Jut- `f . 20 O by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: En • My Commission Print: • ' Off Expints Jdnu4rl m, "Luua NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc717 /03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. f' ZwVU f FC11.. O aztra STATE OF FLORIDA: o` \ COUNTY OF MIAMI -DADE: 11111111111111111111111 X11 C:FN 2004R0263446 OR l.'.k 22213 F's 2652; (1 P s ) RECORDED 04/14/2004 15:10:14 HARVEY RUVIII, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE THE UNDERSIGNED hereby gives notice that improvements wi I be ma •e to ce = n property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 ,: Legal description of property and street/address,: s: � s , s;- 2. Description of improvement: WAX) VAN` \ 0 tV 3. O ner(s ) name and address-` �7SA► �l �� 1v . Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address. 5. Surety: (Payment bond required by owner from contra contradtTikrff iirynORIDA, COU. OF DADE I HEREBY CERTIFY that th :. fA. opy of the Name and address: orrginartile. in this o ice Amount of bond $ >A�� rV 6. Lender's name and address: Ti' ,, c mAiaff1rfir FiVrY R 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of t different date is speci es pis Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ed) Signature of Owner Print Owner's Nam Sworn to and sub Notary Public Print Notary's Na My commission expires: 123.01 -52 PAGE 4 8/02 1ua r ou d before me this day of Alai I , 20 Prepared bycL Add(es4 Q % tlantic B ddd 111ru Ai.%Co., Inc. kg 0 FOL10#: 1132060130040 C.O.R = 11.23 FEET 3- 0010008 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on gapes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 Forr Insurance:C BUILDING OWNER'S NAME THOMAS JENKINS BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or 46 NE 92 ST CITY MIAMI" SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, T MIAMI SHORES according to the plat th of' M_AMI -DADE Count Florida. BUILDING USE (e.g. Residential, Non - residential, Additio RESIDENTIAL Polity Number OR P.O. ROUTE AND BOX NO. Compamr NAIC Number STATE FL on, etc.) Lot Block 1 of lat Book 10 at Page 70 of the public records ZIP CODE 33138 LATITUDE/LONGITUDE (OPTIONAL) ( ## - ##' - ##.#tl' or ##.###4#A) HORIZONTAL DATUM•, / I INAD1927 I INAD1= 3 ts section if necessary.) SOURCE: I I GPS (Type): I I USGS Quad Map IX I Other. NGVD 1929 ••1 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 u ► •:u. • B2. COUNTY NAME MIAMI -DADE B3. STATE FL B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 07/17/1995 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03/02/1994 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) $ (Z a AO, use depth of flooding) B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 1 FIS Profile 1 XI FIRM 1 1 Community Determined 1 1 Other (Describe): BI1.Indicate the elevation datum used for the BFE in B9: IX 1 NGVD 1929 I I NAVD 1988 I 'Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Othenroise Protected Area (OPA)? 1 I Yes ;a! No Designation Date: C1. Building elevations are based on:1 I Construction Drawings* 1 1 Building Under Construction* 1 X I Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (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 NIA Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? 1 X I Yes O a) Top of bottom floor (including basement or enclosure) 10.93 ft.(m) O b) Top of next higher floor 11.63 ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) O d) Attached garage (top of slab) 10.93 ft.(m) O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) 11.25 ft.(m) O f) Lowest adjacent (finished) grade (LAG) 10.87 ft.(m) O g) Highest adjacent (finished) grade (HAG) 11.07 ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A O 1) Total area of all permanent openings (flood vents) in C3.h N/A sq. In. (sq. cm) se Number, Embossed Seal, Signature, and Date This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information 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. CERTIFIER'S NAME LICENSE NUMBER John Ibarra 5204 TITLE Professional Land Surveyor COMPANY NAME NOVA SURVEYORS, INC. ' ADDRESS 5582 N.W. SIGNATURE SUITE 202 CITY MIAMI STATE FL ZIP CODE 33126 I FEMA Form 8 31, JAN2003 DATE 08/28/2003 TELEPHONE (305) 264 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS • _ these : • .r he co -, . •ndin. 1 , - I )o 3- 0010008 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 46 NE 92 ST CITY MIAMI SHORES STATE FL ZIP CODE 33138 Number 1• D E EE _1! C • r UE 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 MACHINERY IS THE A/C PAD I I Check here if attachments SE a -B.I _A. • s. 1F•. ; , y• E ski • D E ■ E H• 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. E1. 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 1 I in.(cm) I I above or I I below (check one) the highest adiacent 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 1 I ft.(m) 1 1 I in.(cm) above the highest adiacent 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 SECTION F - PROPERTY OWNER OR OWNERS REPRESENTATIVE) CERTIFICATION 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 THOMAS JENKINS ADDRESS CITY STATE ZIP CODE 46 NE 92 ST MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE COMMENTS I I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 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. 01. 1 1 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. I 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. ! !The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 65. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for 1 I New Construction I I Substantial Improvement 68. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81 -31, JAN2003 REPLACES ALL PREVIOUS EDITIONS 4 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY C FOR BUILDING CONSTRUCTIO Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Jenkins 46 NE 92 Street Miami Shores, FL 33160 - Mr. & Mrs. Jenkins South Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. N/A b. N/A Addition Single family _ 1 _ 1 No 293.8 ft2 56.8 ft2 0.0 ft2 0.0 112 0.0 ft2 RA).4, 71.0(p) ft _ R=4.0, 354.5 ft2 R=4.0, 84.0 ft2 _ r R =30.0, 293.8 ft2 _ 12. Cooling systems a. PTAC and Room Unit b. N/A c. N/A 13. Heating systems a. N/A b. N/A c. N/A 14. Hot water systems a. N/A b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV HF -Whole house f PT- Programmable MZ- C- Multizone coolin MZ- H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 3392 Total base points: 3468 PASS Cap: 8.0 kl3iu/hr EER: 9.00. TJnductd I hereby certify that the plans and specifications covered by this calculation are in compiian Energy Code. PREPARED BY: E e • ' od guez _ DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.22) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 46 NE 92 Street, Miami Shores, FL, 33160- PERMIT #: BASE A AS- BUILT GLASS TYPES .18 X Conditioned X BSPM = Points O l.u{ a ZBUIRORMILLI :[W =nut .18 293.8 32.50 1718.7 S Single, Clear N 0.0 0.0 3 37.0 33.94 1 1.00 12.54.0 WALL TYPES Area X BSPM = Points T Type R -Value A Area X SPIvi = = Points Adjacent 84.0 1.00 8 84.0 C Concrete, Int Insul, Exterior 4.0 3 354.5 2.35 333.1 EnergyGauge m DCA Form 600A -2001 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - etails IADDRESS: 46 NE 92 Street, Miami Shores, FL, 33160- PERMIT #: 7 EnergyGaugeT"' DCA Form 600A -2001 BASE AS- BUBL.T GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area AtrumninnurnmErn Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point 101.6 58.2 30.2 I 270.2 .18 293.8 2.36 124.8 J Single, Clear N 0.0 0.0 Single, Clear W 0.0 0.0 Single, Clear W 0.0 0.0 As - Built Total: 37.0 4.91 1.00 13.0 4.47 1.00 6.8 4.47 1.00 56.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 84.0 0.50 354.5 0.60 438.5 42.0 212.7 254.7 1 Concrete, Int Insul, Exterior 4.0 Concrete, Int Insul, Adjacent 4.0 As -Built Total: 354.5 1.05 84.0 0.45 438.5 372.9 37.8 410.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 20.0 1.30 0.0 0.00 20.0 26.0 0.0 26.0 Adjacent Wood As -Built Total: 20.0 1.9D 20.0 38.0 38.01 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X \i'CM = Points Under Attic Base Total: 293.8 0.10 293.8 29.4 29.4 Under Attic 30.0 As -Built Total: 293.8 0.10 X 1.00 293.8 29.4 I 29.4 mN FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised Base Total: 71.0(p) -2.1 0.0 0.00 -149.1 0.0 -149.1 Slab -On -Grade Edge Insulation 0.4 As -Built Total: 71.0(p) - 2.17 71.0 -153.8 .153." INFILTRATION Area X BWPM = Points Area X WPM = Feints 293.8 -0.06 -17.6 293.8 -0.06 -17.6 Winter Base Points: 268.2 Winter As -Built Points: 576.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Cred't = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 268.2 0.6274 168.2 576.2 1.00 1.000 0.576 1.000 331. EnergyGaugeT"' DCA Form 600A -2001 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE ST i,`'�i,, Residential Whole Building Performance Method A - Details ADDRESS: 46 NE 92 Street, Miami Shores, FL, 33160- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2369.00 0.0 As -Built Total: 1 1.00 2369 00 1.00 2369.0 CODE COMPLIANCE STATUS BASE Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water - Total Points Points Points Points 3300 168 0 3468 3061 332 0 3392 EnergyGaug& ' DCA Form 600A -2001 PASS FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 46 NE 92 Street, Miami Shores, FL, 33160- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Ceilings 606.1 ABC.1.2.3 Recessed Lighting Fixtures 606.1 ABC.1.2.4 Multi-story Houses 606.1 ABC.1.2.5 Additional Infiltration reqts 606.1 ABC.1.3 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrouncing wa!I; foundation & wall sole or sill plate; joints between exterior wall panels at corners; Willi penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed the'. e>tenca from, and is sealed to, the foundation to the top plate. Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealec to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier gaps in gyp board & bp plats; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installer. i lside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2!) cim fro- conditioned space, tested. Air barrier on perimeter of floor cavity between floors. _ Exhaust fans vented to outdoors, dampers; combustion space heaters comply 'vii:h NPPA. have combustion air. CH 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 oum REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked c;rrL it breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap - equir::r1. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum then -tali efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 84 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Sect on 610. Ni* Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. .HECK JNA EnergyGauge'TM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (E 1 114 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. Mr. & Mrs. Jenkins, 46 NE 92 Street, Miami Shores, FL, 33160- 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. N/A b. N/A Addition _ 12. Cooling systems Single family _ a. PTAC and Room Unit 1 _ 1 _ b. N/A No 293.8 ft2 c. N/A 56.8 ft2 13. Heating systems 0.0 ft2 _ a. N/A 0.0 ft2 0.0 ft2 b. N/A RA.4, 71.0(p) ft c. N/A 14. Hot water systems a. N/A R=4.0, 354.5 ft2 _ R=4.0, 84.0 ft2 _ b. N/A R =30.0, 293.8 ft2 _ c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. A3 *000 NA Builder Signature: Date: 1/3/0.7 Address of New Home: City/FL Zip: Ca?: n.0 k3 .0 /hz .� EER: 9 CC . Undr:c.t: d *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer programm. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarmidesignation), your home may qualifil for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, con ?act the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) BUILDING INPUT SUMMARY REP W 0 re Title: Owner: # of Units: Builder Name: Climate: Permit Office: Jurisdiction #: Jenkins Mr. & Mrs. Jenkins 1 (blank) South (blank) (blank) Family Type: Single NewlExisting: Addition Bedrooms: 1 Conditioned Area: 293.8 Total Stories: 1 Worst Case: No Rotate Angle: (blank) Address Type: Lot #: Subdivision: Platbook: Street: County: City, St, Zip: R Street Addrt s N/A N/A N/A 46 NE 92 Sfniiit Miami -Dade Miami Shore., FL, :3:3160- tJ)# O 1 Slab -On -Grade Edge Insulation 0 J LL. Floor Type R Val Area/Perimeter Units 0.4 71.0(p) if co 0 0 G # Door Type Orientation Area 1 Wood Adjacent 20.0 ft' N # 0 1 Under Attic Ceiling Type R Val Area Base Area Units Z -J W 0 30.0 293.8 ft2 293.8 ft2 1 Credit Multipliers: None 0 Z J 0 0 5 System Type 4Jr its wm ®®atma�¢4a�n Efficiency Capacity 1 PTAC and Room Unit, Unducted EER: 9.00 8.0 �i :uil'r Credit Multipliers: Cell Fn (1)I J # Wall Type Location R Val Area Units 1 Concrete Block - Int Insul 2 Concrete Block - Int Insul Exterior 4.0 354.5 ft' 1 Adjacent 4.0 84.0 ft2 1 5 Panes Tint Ornt Area OH Length OH Hght Units 1 Single Clear N 18.5 ft2 0.0 ft 0.0 ft 2 2 Single Clear W 13.0 ft' 0.0 ft 0.0 ft 1 3 Single Clear W 8.8 ft2 0.0 ft 0.0 ft 1 co 5 System Type ,vME1measa110r Efficiency Capacity. Credit Multipliers: None Egg; ReuO ad- leggier RuVaIi:P Credit Multipliers: None 5 System Type $upflr Length lemzemminwsralmanonriturla EF Cap. Conserratioa Type .on. EF Use Detault? Annual Operating Cost Ele trio Rate 1 Yes N/A ILA 0 co 2 Rater Name: CodeOnlyPro Rater Certification #: CodeOnlyPro Area Under Fluorescent: 0.0 Area Under incandescent: 0.0 NOTE: Not all Rating info shown Class #: Duct Leakage Type: Visible Duct Disconnects: 3 N/A WA Leak Free Duct System Proposed: No HRV/ERV System Present ?: No Pool Size: 0 Pump $ ze: 0.00 ha Dryer Type: ilectria Stove Type: Electri c Avg Ceil Hg4:: 3.5 Energy aug (Version: FLR PB v3.22) Residential System Sizing Calculate Summary Project Title: Jenkins Mr. & Mrs. Jenkins 46 NE 92 Street Miami Shores, FL 33160- Code On)y Profess^onal Version Climate: -South 7/2/2003 Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) s Winter design temperature 47 F Summer design temperature ,1 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 13 F Total heating load calculation 5761 Btuh Total cooling Toad calculation 68.66 Ruh _ Submitted heating capacity 0 Btuh Submitted cooling capacity 8030 El l!.11,, Submitted as % of calculated 0.0 % Submitted as % of calculated 1',6 5 % WINTER CALCULATIONS Winter Heating Load for 294 saftt Load component Load Window total 57 sqft 1511 Btuh Wall total 439 sqft 2134 Btuh Door total 20 sqft 184 Btuh Ceiling total 294 sqft 235 Btuh Floor total 71 ft 1271 Btuh Infiltration 17 cfm 427 Btuh Subtotal 5761 Btuh Duct loss 0 Btuh TOTAL HEAT LOSS 5761 Btuh SUMMER CALCULATIONS Summer Cooling_Load for 294 sgft t Load component Load Window total 57 sqft 1734 Btuh Wall total 439 sqft 1409 Btuh -Door total 20 sqft 217 Btuh Ceiling total 294 sqft 423 Btuh Floor total 0 Btuh Infiltration 15 cfm 260 Btuh Internal gain 1800 Btuh Subtotal(sensible) 5843 Btuh Duct gain Btuh Total sensible gain 5843 tuh Latent gain(infiltration) 562 Btuh Latent gain(intemal) 0 Btuh Total latent gain 1022 Btuh TOTAL HEAT GAIN 6866 Btuh EnergyGauge® System Sizing based on ACCA M nual J. PREPARED BY: DATE: 2443 EnergyGauge® FLRCPB v3.22 System Sizing Calculations s Winter Residential Load - Component Details Project Title: Code On 'y Jenkins Professicnal 1'e-aion Climate -3outh Mr. & Mrs. Jenkins 46 NE 92 Street Miami Shores, FL 33160- Reference City: Miami (User customized) Winter Temperature Difference: 23.0 F 7/2/2003 Window Panes /SHGC /Frame/U Orientation Area X HTM= Losc� 1 2 3 1, Clear, Metal, DEF 1, Clear, Metal, DEF 1, Clear, Metal, DEF Window Total N W W 37.0 13.0 6.8 57 26.6 26.6 26.6 983 Btuh 346 Btuh 181 Btuh 1511 BtUh Walls 1 2 Type Concrete - Exterior Concrete - Adjacent Wall Total R-Value 4.0 4.0 Area X 355 84 439 HTM= 5.0 4.3 Lost 1772 Btuh :361 13'luh 2134 Btuh Doors 1 Type Wood - Adjac Door Total Area X 20 20 HTM= 9.2 Loac 184 Btuh 184Btuh Ceilings 1 Type Under Attic Ceiling Total R -Value 30.0 Area X 294 294 HTM= 0.8 Loac 235 Btuh 235E3tuh Floors 1 Type Slab -On -Grade Edge Insul Floor Total R -Value 0.4 Size X 71.0 ft(p) 71 HTM= 17.9 Loac 1271 Btuh 1271 Btuh Infiltration Type Natural Mechanical Infiltration Total ACH X 0.40 Building Volume 2526(sgft) CFM= 17 0 17 Loac 427 Btuh 0 Bluh 427 1tuh Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.00) Total Btuh Loss 5761 Et h 0 Eiuh 5761 Eauh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEP for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.22 System Sizing Calculations - Sum Residential Load - Component Details Mr. & Mrs. Jenkins Project Title: 46 NE 92 Street Jenkins Miami Shores, FL 33160 - Reference City: Miami (User customized) Summer Temperature Difference: 16.0 F r Code O°1 y Professic naI \'e -si on Climate Guth 7/2/2003 Window Type Panes /SHGC/U /InSh/ExSh Omt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load �R 1 2 3 1, Clear, DEF, B, N 1, Clear, DEF, B, N 1, Clear, DEF, B, N Window Total N W W 0 0 0 0 0 0 37.0 13.0 6.8 57 0.0 37.0 0.0 13.0 0.0 6.8 19 19 19 19 52 52 702 Btuh c3 �7 Btuh 35!: Btuh 17a4 Baal Walls 1 2 Type Concrete - Exterior Concrete - Adjacent Wall Total R -Value 4.0 4.0 Area 354.5 84.0 438.5 HTM 3.5 1.9 LcEci 1255 Btuh 156 Btuh 11 G c BI Li LcGd 2 7 Btuh 2117 Bu:i Doors 1 Type Wood - Adjac Door Total Area 20.0 20.0 HTM 10.9 Ceilings 1 Type /Color UnderAttic/Dark Ceiling Total R -Value 30.0 Area 293.8 293.8 HTM 1.4 Load 423 Btuh 423 B :ua Load 0 Btuh C Btu 1 LcEd 26C Btuh 0 Btuh 26C B,u4� Floors 1 Type R-Value Slab -On -Grade Edge Insulation 0.4 Floor Total Size 71.0 ft(p) 71.0 HTM 0.0 Infiltration Type Natural Mechanical Infiltration Total ACH 0.35 Volume 2526 CFM= 14.8 0 15 Internal I gain Occupants 2 Btuh /occupant X 300 + Appliance I 1200 Lead 1800 Ban Totals for Cooling Subtotal Duct galn(using duct multiplier of 0.00) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (2 people @ 230 Btuh per person) Latent other gain TOTAL GAIN Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.22 584 =3 Bt. F �!J 584 551 Bt t�i'3 ruin Btioh 48O Btuh Btu{, 6836 Rauh N.W. 7th STREET, ATE 202 ARAM FLORIDA 33128 T KTEI.Ep�1 284 -2880 LAND SURVEYORS SURVEY NO. r/.rJ - /go O 3 SHEET NO. G OF BOUNDARY SURVEY scan 1° = 2al 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE (305) 2842880 FAX (305) 284-0229 DRAWN BY Nava fruntetwo tint. LAND StifIVEYORS %fu I , SURVEY ND. 03 ` 0, 0 SHEET NO, l OF Z " Survey of :LOT 7 AND THE EAST 1/2 OF LOT 8 IN BLOCK 1 Subdivision: MIAMI SHORES According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property. Address: 46 NE 92 ST, MIAMI SHORES, FL 33138 For: THOMAS JENKINS Date: 08/19/2003 A ARC. AIC = AIR CONDITIONER PAD. A.E.. ANCHOR EASEMENT. NR . ALUMINUM ROOF. A/S - ALUMINUM SHED. ASPH.. ASPHALT. B.C.. BLOCK CORNER BLDG.. BUILDING. ELM.. BENCH MARK B.O.B. . BASIS OF BEARINGS. C. = CALCULATED. C.B. . CATCH BASIN. C.B.S. =CONCRETE BLOCK STRUCTURE. OBW . CONCRETE BLOCK WALL CH.. CHORD DISTANCE. CH. B.. CHORD BEARING. CL . CLEAR C.LF.. CHAIN UNK FENCE. C.ME . 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. LOCATION SKETCH scale ° = 7%.5, SEEBESMIDNELANSMEAMING F.N.D.. FOUND NAIL & DISK FR.. FRAME. FT.. FEET. FNIP. FEDERAL NATIONAL INSURANCE PROGRAM F.N. . FOUND NAIL R. HIGH (HEIGHT). IN. & EG.. INGRESS AND EGRESS EASEMENT. LP.. UGHT POLE. LF.E.. LOWEST FLOOR ELEVATION. LM.E . LAKE MAINTENANCE EASEMENT. . MINUTES. M . MEASURED DISTANCE. MON.. MONUMENT. WH.. MANHOLE MIL . 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. OH.. OVERHEAD. O.H.L. OVERHEAD UTILITY LINES OVH. OVERHANG. O.R.B.. OFFICIAL RECORD BOOK PVMT.. PAVEMENT. PL . PLANTER. PA- . PROPERTY UNE. P.C.C. . POINT OF COMPOUND CURVE. P.C.. POINT OF CURVE PT.. POINT OF TANGENCY. POC.. POINT OF COMMENCEMENT POE.. POINT OF BEGINNING. 4 1 id 30/ 5'D` /0 // /Z /3 /4 i� /S P.R.C.. POINT OF REVERSE CURVE. PROP. COR - PROPERTY CORNER P.B. PLAT BOOK. PG.. PAGE. PWY. PARKWAY. PRM . PERMANENT REFERENCE MONUMENT. P.LS.. PROFESSIONAL LAND SURVEYOR. R.. RECORDED DISTANCE. RR.. RAILROAD. RES.. RESIDENCE • RIGHT-OF-WAY. RAD.. RADIUS OR RADIAL RP.. RADIUS POINT. FIDE - RANGE. SEC.. SECTION. STY.. STORY. SWK. . SIDEWALK • SET ION PIPE LB. #8044 S.. SOUTH. S.N.D.. SET NAIL & DISK LB SP.. SCREENED PORCH. SECONDS. T. TANGENT. TRIP.. TOWNSHIP. U.E.. UTILITY EASEMENT. UTIL . UTILITY. U.P.. UTILITY POLE. W.M. - WATER METER. W.F. - WOOD FENCE. W.S. - WOOD SHED. A. CENTRAL ANGLE. W. - WEST. CENTER LINE - ANGLE "/.E- 9 / LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TIRE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY. THIS SURVEY 18 SUB,IECTTO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS CIF RECORD. LEGAL. DESCRIPTIONS PROVIDED BY CUENTOR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE MELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TEFAA' ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS MALL 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 OWHStS!I'.° NOT C,, 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: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE 92'1 'r ti m 6Ci /do 11 7 I( 1 EGEN1i YPICAL WOOD FENCE CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. SU RS% NOTES: 1). IF MOWN, BEARINGS ARE REFERRED TO AN ASSUMED MFROIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THENBEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. • 2). IF SHOWN, ELEVATIONS ARE RED TO B.M# ELEV. OF N.O.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. #8044. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7800 FT. 1 HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLES WITH THE MINIIAJM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017.8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027 STATUTES. Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: THOMAS JENKINS IBARRA (DATE OF ONAL LAND SURVEYOR NO.Ver4/19. STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON REVISEDON 120652 - 0093 -J RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: 13P2cO - ItcG DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 11.10 MA 5 S eUt<tt, S is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) Block of (Subdivision), A.K.A. (address ),, '/ry &l e ' S w►ctawv 51-6005 according to the plat thereof, as recorded in the Plat Book Page of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) UCH Wt 4S r W 1G1 S desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 4- day of r C �l 20 04 Signature and Print STATE OF FLORIDA): COUNTY OF MIAMI-DADE): Signature and Print Signature and Print • I.HEREBY CERTIFY that on is day personally appeared before me je I' t L who is personally . -.. known to me or has produce lkk .. T (' . of iden fication) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this cf day of 1' t" lam' �cs�vPGB, Mabel Vargas My commission expires °c= Commission #DD231984 Expires: Jul 13, 2/Q1371' Mgnded Thru nt`i(B6nding Co., Inc. vo ism 0 BUMPING CODE compLimce OFFICE (scrip) PRODUCT CONTROL. DtVrStoN NOTICE OF ACCEPTANCE (NOA) Yak Ogron Matutfacturing Co., Inc. 6741 Welt 184' Street Hialeah, PL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use oeconsavetion materiela. The documentation submined has been reviewed by Mismi-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by MIAM1-0A DE COUNTY, FLORIDA-. METRO-DADE FLAOLER. BUILDING 140 WEST FLA.CI.BR STREET, SUITE 1603 MIA,Mto FLORIDA 33 IX). ISO (.30S)375 -2901 FAX (305)3754900 the Authority Having Jurisdiction (AKT), This NOA shall not be valid after the expiration daze stared below. The Miami-Dade County Product Control Division au Miami Dade County) and/or the JWJ (formes other than Miami Dade County) reserve the right to have this product or material tested for quality assuranoe purposes. If this protium or ntateriti fails to Worm in the acoepted manner, the mantt.facturer will incur the expense of such testing and the AR; may itrunediately revoke, modify, or suspend the use of such produc t. or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it ist determined by Miami-Dade County Product Control Envision that this product or mete:is' 1 fails to meet the requircmenti of the applicable building code. This prodOet is approved as described herein, and hos been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96-2$, titled "Series 6800 Alum Horizontal Sliding Window; sheets I through 4 of 4, dated 8/1/06, with revision C dated 09/04/02, prepared by Al Parooq Corp•omtion, signed and sealed by liumayoun Farooq, P.B., bearing the Miarni-Dode County Product Control Renewal stamp with the Notice of Acceptance number and expiration data by theMiami-Dade County Product Control Divisiem. MISSILE tIVIPACT RATING: None LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state arid following state:rent: "Miami-Dada County Product Control Approved', unless otberWise noted berein. RENEWAL of this NOA shall b considered after a renewal application hns.been filed and there liss been TIO change in the applicable building code negatively effecting the performance of zln:s product. • TERMINATION' of this NOA will occur eller the expiration date.or if there has been a revision or change in the materials, use, and/or Manufacture of the product or process, Misuse of this NOA as Ern endorsetnen.t of any product, for sales, advertising or any other purposes shall automatically tainnste this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVICICITSEMENT: The NOA number preceded by the words MiamDade CoUnty, Florda, and followed by be done in lin entirety', the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then Mahal! IIVSP,ECTION: A copy of this entire NOA shall he provided to the user by the manufacturer or its distributors and shall bc available for inspection at thejob site at the request of the Building offiefai, This NOA renews NOA # 99-0908• 02 and consists of this per 1 as well as approval cities:mein mentioned above. The submitted documentation was reviewed by Mtutatel Perar., floA mo 02-1107.01 Expiration Dam January 23, 2000 Approval Date: December 19, 3002 Page I GO0'3Dtld 31 UA WOd. EG:S PO', El NW' TO Et -QR tt uits NOcO/SLL WARMS —ff —": & if t OOW WrJItN TYPICAL AROW ,1ES'EG UNITS sEEjiES §BOA LUd( R(OLU2OYTAL SLiDi?!G vont: F DESIGN LOAD RATING FOR THESE '+ANOOWS TO EE AS PER CRARY SHOWN ON SHOT 2. THESE W[NOCWS ARE NOT RATED FOR D*ACT, tiiRfAi —DAD .COMNTY APPie? IMPACT RESiSTAHT MATER-5 ARE REGO- TNFS Roma GS ammo TO COMPLY WM 131E HON VETACIIY }miaow ZONE OF THE r0 1 PLORIM SIMM OM • ALSO FOR WHO WADS AS P fi ASCE 7 OtSOA3 CeaREVOSONG LOAtiS. wow Even BY OTHI.RS, etlAil OE AACHGaEo PRO('ERtX TQ TRAtZ A • Lams ID THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOSYN ON OEWAWLS. ANCHOR 19,assurair TO BASE MATERW. SHALL BE.eEYOHD WALL _ t)RE 4NG OR sTUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS APE ROT FART OF THIS APPROVAL • tut N.A. PEA} 26151 P f1 BRDDBCCRIOst t ^9. at usiloppettit tin Plaits{{.,, 900'3SUd WIC* 07,1013SiS SEE ELEV. ter *060 &1LtES Lm. swamies mut 0R AM, T/e° HIM. 1KI • STEEL : fy ...US M51 U01 WAWA/ s 5662 -45 981. C >c f r m(?i. TYPImt. m ilo s '' 1 i 1E •S0f f 1 F Et1A61E we . 51162-75, . - 2 3E-1/301 1 - NSW Sa3. 6QS3 =fS ,1 - 9 1E -5005 1 SILL RUE 8L183 -TS 1 4 ' 1£--2 f7 a9 SE60. mare JAHE-A241 5067 --75 J _ S YE-4933 AS tom. rdMeE .Wal-RXE9 GESJ -16 t - 6 1'4^3619 1/ VIM [MO WO. EGt6. b'9$3 -TS - 3 1'5 -6944 1/ VENT V55H6 KIP .320.. 4663 -i5 I - 7. - 6 f '* -3665 1/ '& It VEAL smog P.m 5163 -48 1- e YE -:615 1/ Vii! VW MUSE 646,4-TB j.• 10 YE -SO5y 1/ VENT J1119 625. 6662: -TS 11 ^ A5 RCQS. RGj. 0G8ACr 8656 A[s63226% l - i7 110x4/4' Sus AS EWE, M E 3 Iasi ASK SCRE! - ICA6 tV7E11 WS V/ tS t1El0' 11 +15-6016 5/ IErr CAI EARN ?2553( tome'. RFTw CR D18at73 14 f1503/' 605 2/ ulcs LAN gm. Sfl560 - Go RAM CR8 (S [AS R0 FIE SEN. 96,4 6/ PLASM 585 - 1 TOP .5 EOTS355 axis l5 - AS REm. rot SEA(. ME W/ PL47C Rs - 16LA6011 *205. t7 - s - - 1- . 18 •H -5591 2/;110 I RQLL158 ASSY. '^ 1 Yg"60G% 052s-.€563 { • MOD BUCKS NOT BY YALE OCROk ssisr SUSTAs s LOADS P81G6Es 8r GLs7n51 SIITEM AND 1R&NEFER THE% TO THE suu.05550 srf2uCausE, TYPICAL ANCHORS; SEC a.Ev./0 WJH (055 SPACING 21'11 °A mltb° TAP0565S BLTO 20? waoo floCK5 0fi %v00 571u Tu15E ( -3/5" MMIN. AErtET6511054 IMO MOD THRL2 1121' 1553012 BUCKS PM) 14i50ttRY OR 565(051.? INTO NA 05751' t -111- 2164. WEED INTO 5.5Ay)NRY OR CONC. ( 3/16° DRAI5FX SF1F ORILI I +5 SCRE'A6 INTO HMI- STRUCTURES (.1./E- M N. THICKt(635) 1116 53'13 13570 AP6R0160 MI 11QN5 (HO 502(1.5 SPACE} TYPF A }_[4 azau 6Ei 265 wO055 6125.x4 055 45000 STRucTURE S0t4. PEE`'E7RATSQK (t*TO wo00 THAI/ 1EY w000 BuCK5 (1220 1AlSONF3Y OR OIREC1CY INTO >17023Y 1-1/4" mu. E118E0 INTO 11✓50N1Y OR CONC. SEALANT : FRAM 1llo VENT C459ER5 SEAMS. 12X60 ItEETI60 FAA. (NM M1d 1NSTALU11101Y SCREs* AT 5511. 5FALED 50T4 5a12rE COttt(tED SCAM {r. R'E REiflj.ES: «1't = 1` *50034 Al EACH MO Or 'RENT TR/ t w2 Q.t/2` *0TCii AT EACH ENO & At 50' £:20x61 rTC>i ,1562 RA E$ $ ,0e y hem Pr. r7, , tat ono !iiFZ SEC 46.L16 fast Olsor4 ems egr ttert TYPAL airmas SEE ELEV. fit 991cMG D 8010' 3EJdd 33 � 31aA woa� mew n64.S. Mow 46' 80' 72" 24' 58' 48' 68' 24 38' •49, 60' 73' 26 -Lir .37' 65 -7/6" re- 37' -1/41. 71. 26 -Fj3" 37° 33518' BS8 AS ARCM Type Akan S R'PS 'b' 181112311E1110121/1 385ONE= 6 MIZ_ - • imp . q��E ZMBIMIIIIEEIIMIIMIIMEIYEIEXI s ®45. . 55.5 9b.H 35,3 441.7 36,3 52.3 OM III NOR ,5A WM 11211111311102311MEW. 1 � MET �� 50.7 55.3 899 93.5 002 illaailmilEEMEgg �� x 1�� 8.40 393 55.3 €162 A 212 1182 552 168,1 Q2 112311133111311113311/2=02 984 886 ssa ts. MIEN � 1 „311__4__ 55.3 167.7 „ 5 131111 78,p 39,3 73.4 . 111M E 39.3 I 609 513 i 108.1 ER512 51 -2 11211MIN 55-1 I 101A 59.3 j 59,7 55.3 3V.7 322 • 15.3 35,3 Al t.3 � 11.485 ` 3/r `MR MASS • Amgen nw a' d •l t Ott -) 513• 64.6 55,3 744.2 Q� 467 65,4 48.0 miatme55.3 954 SLS S3.3 A = NQ, Cr ANCHORS PER HEAD 6 8.14.1. 11311101111131111331113311/ZWAIKEIMMEN 69' MM.., WM0 (Ara u1 - .81 taQ3 9 I6' 93.71. %xis f NEr1tr EFa{a} sg{-} gr441 1 Rfr-4-) © 583 [44A3 n7.7 SR.3 Ft&,7 © 1 ifs 3 i41 1ii1 1 ■mt� 5� 78,5 954 IL] 59,3 r 683 1111=11311111311111111131111N2111. WEN 51 031 7$4 39,3 11113111031 1111111/MI ERIE= ICERIMMI sss I 563 ��} a 533 _She 3Qa 564 I 56.6 111,11161/AME111161Elig211 �� 13.1, 1111 458 40.0 42.0 1.21111311 A . ttL 171' #4405 PER Fi .2 6 t xo R.L 4444 i 4 L4 It I �k . ROLL FORMED 8t.17u10 8670 ass -Am. cuss OR VW-ANN. . CUSS 1/10.-251.4P. 0FA55 6E CCOAF, Ott 540444'0 ARO 41067 13467 GL4Z[AvC' {�PT£t�2d5 E:. G4, .Z� 5 18957 tSIMIXTRENEWizat s'Wesomslas he floras Avetpuutri 1 Aide. dravting 60. W96 -25 e>� 3-1U1s woad BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLEtt STREET, SUITE 16113 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 - -2908 SCOPE: This NOA is being issued under the applicable rules and regulation.; governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami D<<de County and other areas where allowed by the Authority raving Jurisdiction WED. This NOA shall not be valid after the expiration date stated belt w. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wild in their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miatni -Dade Count; r Product Control Division that this product or material fails to meet the requirements of the applicable building cot e. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ,Aluminum Tube Mullion - Impact APPROVAL DOCUMENT: Drawing No. M95 -06A, dated 11120/15, with revision A dated 06/24102, titled "Aluminum Tube Mullions ", sheets 1 through 4, prepared by Al -Fart coq Corporation. signed and sealed by Humayoun Farooq, 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.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the mend tcturer's name or Logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse c, If this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatical: y terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and remo'rat of NOA. ADVERTISEMVIENT: The NOA number preceded by the words M anti -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1204,02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was vT' Rl • °l o „, p-E, NOA No 02- 0227.01 Expiration Date: December 28, 2006 Approval Date: August 8, 2002 Page 1 .7SO I.FP9— TYPICAL • MAZDA PRODUCT TYPICAL WAWA' FRAME omn■••• 4.041 MULLIONS CaggstING TYPIC(tL GLAZING PRi UCT$ HOR ZONTAI_ Urt YEPTI—CML SEE TONDOW OR DOOR APPRO5N. FOR FASIETERS LAZES AND SPACRIG • ANGLE CLIP (S063-15) • INSTRUCTIONS; USE CHARTS Nib GRAPHS AS FOUB85. STEP t. STEP 51E p_11., STEP STEP 6 POR Mumma DESIGN LOAD REQUIRED PAR ICUUR OPERING. PER *SCE 7 USE RADE COUNTY APPROVED MAIMS PADCIFCTS WORM ARUM LGAO REISTRIDOORS. USE CONNECTION TO IFULUDIL AS PER PRODUCT APPROWL. SPA HAXIMUM SPUR MONO. LISMOO CRAMS ON SHEET 2 SELECT 1L U,'ON SIZE .Wf1N DESIGN RAVED wee TRPN DESIGN ZOO SPECIFIED Et STEP i ARDYE MSG ARGFOR TYPES G» SSW a, AND Aroma DRAMS ON ERSET S. SELECT NAa(OR TYPE V1m4 EE9Cti RAMO IRE MAN THE DESIGN LOADS SPECIFIED 01 STEP L ABOVE. RECTANGULAR ALIACINUMT TUBS MULLIONS USING MOUTON PROPERTIES ONLY #1ULUON SYSTEM IS WED FOR LOWE MISSILE IMPACT. AND CAN SE USED WITH AU. MIAM1 —DARE COUNTY APPROVE IMPACT AND NON — IMPACT RESISTANT PRODUCTS. I 1. ALL SWIM PRODUCTS USED YATN THE5E LSEWIOHS idUSf MEET T44E 7PPLICASLE DARE COURTY REOU IR£L4$ICS LE. we DM, ?4R D DM% IHS4TRATI5L MOO E4URY RESISTMFCE, SAFEMAPOS SIC. 2. ANCHOR EH54D1m47 TO MANE {AM R& SMALL 8E BEYOND WALL cO4.ERNIG (mega. TEL 140 ) 3. NW 5OHD01OH5 NOT MERE° Ii MS SOSMITOAL SUITIECT TO SEPARATE EHGIHEERIRO ROAM i, ALL ILUWW*S TORE ALLOY 9083 -15. l e g wNi U• AU6 -0 .2.2092 e1eet 1 o 4 MULLION LOAD C'? -TART .a t9 g Et ea i11!l1111111I 1x3 ".e1/6' auyi TUBE ►11111 ■! /[►1L =°t 1[1!1♦1111! ■LIZE iYi{'N=1111 illi1Ill111!!11111■111111li 11,11611• /!! \1 ■1! ■! 11111.1 ■ltii / ■1 ■1111 !<1.1i11•i■! ■1111`.11!■ nuom ! ■■iii■i 117►1■\1■ii ■iii■ 111111111111111=331111111111111111111 1111110111311110111111i11111111111110 11i111111I11117111117111111111111111111 fr1<liri ■�i!1ii1t■ !!l10111MI `>sii!/ �'1/, !■ ■1�i\■i1TrS :�iii!l►..i ■ ■■ :!1111 20 30 40 60 60 70. 9H TRIBUTARY RIOT H - INCHES m N 98 tri z MULLION LBAD CHART a m a MULLION L>3AD CHART 1[ ■■i ■ ■1 L "*0'x1/6' at'" TUBE ■'0!■ ■■1.1444.. i. ■t'1 ■{11111■ ■ ■ / ■ ■i■/ ■11!! ■ ■ ■!tf / ■!i ■ ■►1fi /■!i ■ ■ilti ■ 1111111111111i111111•1111 ■!■1 / /iii ■ ■ ■■ ■•!1111■ ■1111 / ■■ 1 ■ ■'i1/11111•/ ■ ■ ■■ 1» ■•111 ■ ■ ■i ■ ■■i 11 / ■ ■!i1! ■ ■ ■ ■■■ i1 ■ ■11MM■■i ■ ■i ■ ►\Er111.111• ■ ■ ■■! 11/► ■ •■ ■ ■" /■■ i7®\ ■/1.1• ■i►,111! 111`,1 ■0/ ■!■ ■! ■11 111.';11 \1 ■1!1■ ■1111•! 20 40 SS b0 70 BC TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 0'..4'x1/6 ALUM. 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" :11 ill ■� M��11 [11 ■1111111■ ■Vi, / ■■ . 11111 ■l \ \ ■11`.SiL 1•! iifitMi7li` till/ J ■1111 ■1111 ■1 111111 ■1■111\ ;i1 i�ia S> 0i0 !Nu 11 ■1\ifi, ■1►`i ■111.1'► ° 1111i111111111111111113111111111 11M i`1111r:1 ■1!■■ 111111011111111121111111111111011•111 !1l ladle • ■111111!■16.!1 11 1M1..i1i1■■ :!!■■■ 20 3.0 d0 60 A0 70 UR TRIBUTARY WIDTH - INCHES 0"v6'x1/6" ALUM_ TIME i!■ 11 os °'a 1F"`' J1� ■1161\■ 17�7['t�,ea�7ea� [w ■1111 ■ / ■1t�4f�i ■►� ■.11[1■ ►11.1,1!/! 1111 i/1[►1■111■■11`11!■ 111► EINIII MIME=1 •■ 11 ►611•1\ ■ilii7 ■i 1L111i11•!1 ■/ ■161.1■ 11W1111k\/•lrt//,1 fLIMIIIiiiii:1! ■!12 ►1TMIIIIMINW16111•■■ 11111►11f1 •71i1•ii >!11M1111► ■1•■111 ■111 ■11111111.\ ■i31111i,1• ■■ 111t110l1\1■1!1 ■101♦ti ■ /1Malli':! gle1[i1MI i■•:'1>iiif>• \1 ■11 1■ ■ ■/iiMiallanra1 111111111111111111i1/!ir°i1i 1ST ■ ■ ■i"R C3i1111i ■NCI 20 30 40 60 6$ 71T 00 TRIBUTARY WIDTH • INCHES .a N -4 18 as EV 0 o MULLION LOAD CHART 1111[1[110111111•1 11111111111111111 >,..e.ea_...a>,ee !>r1i,1• ►'i■ uanai!!■ ■� ■ ►1r1►1i>r�l��i! 1[11110111111113111[11111111111111111 ■ltil \i, ■!!i ■! 1Y1l�1icsii>I /■i■ 1111111 ■ ► \tts /f!■ i'1Lii7i1 ■1.116111 �► 111111 �`lirt% 0111►A11/1•11/r311•ii 10.1110111111111111111111111111111: 1 "veA ai0' ALUM_ TUBE mm_ CD14 � i ■ \ti�i�71•i� timer 1mmal i► i■! 17, maimmoinnizmurn-w.to 20 30 Off 60 62 70 9H TRIBUTARY 14113TH - LNCIIES WAUGH I TRIBUTARY Wft771R = W1 W2 F 2 MAIM PRAIIIGT MEALARAEJLARBWIDENS tag • ru PE i ,asst AUG .0 2 2UO2 SPAN 0 td 0 1 Approved at yin watt the FEae♦�a ,; �..y�.,..�y�� -% ROAa sT/.1StY- (r.YATi}! • Sty On shoat 2of •4 ANCHOR LOAD CHART \ . imumur ANCHORS TYPE A UU 111111111111111111111111111MIMI 1111•1111111111111111111111111111111111111 1111111111111111•111111111111111 111111=111111111111111•11111111111 111W1111111111111011111111111111111111111 OL1M11111111••1111111B11 KinfrEnlinnOMME MILIIIIIIMINIIIMEMB111111111 011011111111.111111111111MINIIIHNI MIAMiiilaIMMI1111111111111111111111•1 s111111111•1 2d 3E1 4 VI Sd 60 70 Eld TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 111111101MINUM1 AIVPICIRS TYPE 111111MEN1111111M1111111111111111 miumaxnamexamarium■ immairimobmantiarni 11111111111111111111201131121.11MMIN IIIMMIRIRMISIMEYEESt MIENNUMMEM.-`410MiL9iii 111111.11111111MINESNME 20 30 40 60 60 70 00 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH 2 lin_CALMILLIOILABEASECEENEM ANCHOR LOAD CHART a. 6 LX c413, IMMIMMILIMBIMMIMMMIMI MILIKMILIMIIIMMIMMUMUM 1111111MIMOMMEMMIIIIIMM 111111111111111111111111M111111101111 11111111MIMMIUMILMIMIIIMM 11111111111111MMilIMMIIIMMILMMI MMIIIMMOMIMKEZIMMMMI 1111•111111111MMIMIMMLIMMIS 111111111111111111111MILMAiiiiniiiii4 11111111M111111‘, 11010111111111116 kW:6 immimmummusme iumaimmmusessre. immilmaimminromsesie 1111BiumMiimilis munimmimmil ANCHORS TYPE C 20 30 40 BO GO 70 00 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 4 OF 4, EIPMILMES ' Ra. PE f 1111537 AUG 0 Z Z002 ApErmodasesaapl flutals Mir NEW CrflattollIzeltThroda nT alUstht 0 g 2 z 0 QUM drawing no, M95-06A shoat 3of 4 AiNNCHORS r 'pg' ANCHORS TYPE 'a' 242x5/8' 1 2/MOLE ANCI4CRS 'HYPE 'C' axxx 1.4 f 14 S.N.S. 3/ MUMS %ROTOR MOM BUBB CUP MULE 70 144400*112 1/4' a TMCON -1/4- xacr: WEB 3/ O78LE MULLION 18*WON IBY BR 28t W000 BUCK s t 2X 2it ALUM 2.-5/01* LONG • • w FOR BLOOMS ‘_4\vt_ ;1{2x1/6' ALUM ANA 3-0/8- LANG • W �O� gjg T /2'.LIAx. 14 5.M.S. 2/ EL TUBE MULLEIN 4 ' d f'N:roar COM. f 14 S.N.B. NTITC11 MOLES TO • MSS MARBLE SILL. OR 21181 3/18 put. 1APCOTI 11 1 OLEAU auBEa 1/8' 1}ooCK 4.201 LENGIN 10 FIT SMUG OR. - f STAUCMIR£S • FLL PC f 18= war MUI L10N ANCHORS TYPE 'O' META1. TO MEr10. CORRECT= ONE PIECE CLAP ALTERNATE TO ANGLES ML CASES AUG 0 2 2002 Atmrurwt Al ,,• 0110 fn 11046 in d1I 8 Mode Prom m 71n4aah Iltse 1162, droving atr. M95 -06A sheet 40* 4 SENT BY: HP LASERJET 3150; 1234; TO: SUN AIR WINDOWS AT: 3056215975 �rt ��CtA ft1WLDJNG CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL fMVtSIQr4 NOTICE OF ACCEPTANCE (NOD) Gopi Glass Sales & Services Corp. 7450 NW 411h Street Miami, FL 33166 SCOPE: APR -20 -04 11:25; PAGE i I HAM1- DADI:, TY, FW„ KIDA Mt TRO -DADE PL gLER. DUILDING 140 WPS7' PLA+GL41tST ET, St 1TE 1603 MIAMI, Ft, IDA 3130 -1363 063 375-2901 , X (30) 375.2906 This NOA is being issued under the applicable mites and regulations gr venting the use or construct The documentation submitted has been reviewed by Miami -Dante Cour'ty Product Control Division by the Board! of Rules and Appeals (IJORA) to be used in Miami Dade County rind othc the Authority Ilaving Jurisdiction (AID), i7n ma(erials. and ace p red . Drs tvlte allowed by This NOA shall not be valid alter the expiration date Ntatcrt below, The Miami -Dade County rod= G Control Division (In Miami Dade Cottnty) and /or the A11J (in areas other thaui Miami Dade County) res a thci right to have this product or material tested for quality aas;taarnrrce purposes, if this product or material fat ' to perform in tltgr accepted manner; the manufacturer will incur Dm cxprn sc or sti :h testing and the A111 revolve, modify, or suspend the use ol'suclt product or ratatc:rial within their jurisdiction. I3ORA tc rves the'rright to revoke this acceptance, if it is determined by 104nrni -bade County i'ntxluct Control Division thatlibis prioduct or material fails to meet the requirements of the applicable building code. 1. This product is approved as described herein, and hits been designed to + or»ply with the iliglt Vetoc y llurrieane Zone of the Florida Building Code. DESCRIPTION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Oopi ['taut a Windows ", ahreets 1 thro lgh 4 o('4, prepared by Al Farooq Corporation, dated 06- 2497 with revision 13 datctt 06/07 /02, signed and seal I by I tumayoun Farooq. }'.I;., bearing the Miami-Dade County Product Conti: ?l Revision stamp with the . otiCe sof Acceptance number and C:xpiration date by the Miami-Dade County I'roiluct Control i]ivicia,n h: i MISSILE IMPACT RATING: None s, 4. LARELtNC: Each unit shall bear a permanent label with the manufacturer's name or logo, city:Ude and following statement: "Miami-Dade County Product Control Approved ", Intless otherwise noted here n�. R.1 NEWA1., of this NOA shall be considered after a renewal application has been filed and there t, 4 been Ito change in the atpplicable building code negatively atTheting the pe:rfotmatt ce of this product, R; 'I'ERM1NAT!ON of this NOA will occur after the expiration dame or if t tore has been a revision or lhangel in the Intrterials, use, and/or manufacture oldie product or process. evtisusc of tills NOA as an endorsement fanyi product, for sales, Advertising or any other purposes shalt automatically ivrrninate this NOA. Failure o comply with any section of this NOA shall he cause for icnrtivartidm and removal oaf NOA, ADVERTISEMENT: The NOA number preceded by the words Miaanr -t)ade County, Florida, an foltoi+verd by the: expiration date may be displayed in advertising literature, tinny port on of the NOA is di 1 be dome in its entirety. sp e►y4(, then it shalt INSPECTION: CTION: A copy alibis entire NOA shall be provided to the user 1 y the manufacturer or its dstributtars and shall be available for inspection at the job slie at the request of the flu tiling official. This NOA revises and renews NOA 11 99-0629,01 and, consists of this pa le 1 as well as approval do udttent mentioned above, The submitted documentation was teviewed by Man ,A\91,9 01 NOA No 0 Don Date: Scptembe twat Date: Scptemhe +061341 16, 2007 26, 2012 Pagel, LU CI- CV SENT BY: HP LASERJET 3150; f FRAME I.G_ Jfl ppkv eaea —rs Wier FRAMES S} M. WIN OW W83-TS L. • 41atEaLEC o� 3.'W MICEREr k.. 't to ➢__,_J 7111 • Y JCAL El E•+ACIQNtg SRAM (' t I w. ;. i fin ••I '� 4 = 1L � DA a 4.__.__1. .I �° 391. O OW M �-- ". . EG 4 " I 0 =r 2, j t„,i s 1.r.• L Ate;_ p;x. '�•�° OPt tea I. atm Inemicr tH mum 1O VS", trtTx we, Nal Ma= enagPICANE zone or sic RCM P.1771114 att0770 IICOL /490 AxW t7mA09 J3 eat A 7 0344 C»C LW . RtOp mats 9T NtoS4H. mar 4M0107M4 !lD09147 TO IRARSFEI7 LC+tOS 'O TNe YTS. .7.. ANCHORS SwtU. OE AS USTEO. SIACEO M1S S4aNN A DETAILS. ANCHOR iraEltAavt T6 3&SE: /LATERAL SNR,L BC 9fig2n0 PALL ORESSNC CIR stucco. IVSS LLPACT sesrsTAter SHUzTEES' ALS REVOIEts° 3FSC. A OR 9 DIN At1AJ'NfABL LQap$ AVVINATE SNA*TE.4 AS Sir•`JNN ADG -W.. CAN Ig VVOTEC Eft' ' INSCRUSING FIC"URE 9tiNLWe1 SNAPS Wrrt• t SCRINIC CFI RECTANGLE AS StMItN w ' oGTTEO UNES ARO aWTMING AL".:YLrAHLE .3AHS FRO& INCISE 'SIAM. P7014..-W. FIVAICIEFI w+SFE"tERS ARE AS :.ESYRIBEC mERpN FoR SIZE ARa SPAQI . h OD ,CT itETESED 0 ON' SlIdal _.14.13:6 immix '� ='40,7 APP GR WINDOWS, 1 jara,..ag 1 W97-1 1 - fsnerl 1 at 4 • LSI ._... _. CI CV CC 50 1- . ■ to SNS OR t BT OR 3 Ye rimoo mkt J4 N1. r1A11s CLASS a5 P£2 rA3j 3, I6'- avaCALE2 Ita• - n6C06.L2 aria•-TE*►Eara Vt7 09 2 E1' r ID Vag 2 /lb'a2 -t / +• TAKER — P9lw ENCS ..2' D.L TYR. SIDE GIAZED WINDOW Ito' S+7TI. 111-1771 ;it L if 10 ° a 12 a.r. OA.: COUNTY ..alga 'U ED MU470b y u7 LJ0 aargragAS t• 1 L{. VS C21 TJl6'r.? -Irt Yeacp. a• eact6 Van tat .. u... �..,� ".. »- ��,....�E..- ....�<... "mow- �•�.�s..°�..2...K�"�.�: ' _ o.., ".,,�� r t BY 0928* zT.ra• 36600 SLAM •S DER TA3LE r1s• -*,,N LED - +aNC .LED TN6E2ED a'IS'a$ -I/r' TBFCO1 E 5• 4132ar emus 6 W D.0 TIP r C SIDC G[ erc- Wr_-Dow MOD Buc cs NOT BY *0 . must SUSTAIN L* IZIPOSEC BY UAETNG Sr )4 sND TRANSFER ?NEI1 ' ^ .Ctl cam" fyRY:At. ANCHORS TO DE Ar .2" MIN CORNEAS AND 12- SP.,I CIN6. coR 1' SY 6llcN.3 3 /tS- tAPCONS •ONL'Y. 1 —t /a MASONRY EmeUIJENT FOR 2' EY SUCKS 10 SMS YP:N 3/4` WOOD El,1LEDNENT 3f t E" TAOC.ONs WITH 1" WOOD EmBEYUENT f re sus. L Tom" 0.C. I OOCE Zc*r4 aPPR7v$3 IUtltw 4 614JJ0'* svcrrDR$ • I a Ic SNS DR Y-2r14 R'S /a• mocep4 4 6' t'90a ENDS 7. it OL. T. PRODUCT =VIM 2.':1�lk6fieh. :n i:F. 2G*i' N{IKLM6t11t embus flAYI 7 s. i a 3 wmprms m, W97 -11 w 1- W cc cc uI_I J DESIGN LOAD CAPAcir: TTIN3DOW 1DISIS. 5/18' - ANNS1.LE21 I /4' - ANIfMA.ED 3/36' - TEM9E9E12 1$ WINDOW ❑[3d5. She" - ArNt*CED 114' - ANP:$xL£D 3116" -- •EEMPiiED e.,r9 [ A/8 Ex -. t +7 1 LNt. C -: E1C7. 141 INT. t -) E %T. t +3 101. t -) l An _ An EXT [47 1 IAIS. c-) E1CT. t42 NT. C -3 EXT. ( -: 1 INT. C-3 " e-1/5- 6-•/2" 37- I 3..1 fa- 26' 6 ° 77.8 77.5 620.0 30.0 110.0 183.1 24- 36" t8• 60" 2s 621 62.7 956 97.0 77.C.0 870 !! 57.5 1 37.3 I es 3 i 89_3 110,0 1349 62.: ( 62.1 94.2 87.0 117.9 87.17 S7.'" • 57.3 t 86.3 I 80.3 110.1 80.3 62.0 : 52.0 527 8.3 11D.0 67.0 :6.4 1 56.4 75.7 76.7 170.0 60.3 57.3 ( 57.2 76.5 783 110.0 G7.O 9. -t /8' F, -11 2" 37" ,3 -1 /Ii 77.7 77.7 104.9 304.9 110.0 709.2 S 2 4" 96" #8" 6G• I 36" a.t ] 6041 0142 97.0 710.0 D ?.D S -gam" 56.2 562 58.6 76.5 1500 70.8 c : .a 47_4 63.8 55.0 100.5 30-0 46.3 40.3 82.0 54 4 { 97.6 " 56.4 4•.b al.+. 62 68: 96.E I 56.0 56.6 J 36.S 54.5 1 5a,4 90.7 54.4 99.2 1 39.7 49.8 49.E 66.3 1 580 9 -1/8` t6 -If ^4° 37- 5_3 -1 /9- •er:_a rn' 742.0 72.0 8 t( 97.: ttC.0 1019$ 1:4" 3E" cr.- 62.0 i 52-C 83.7 1 53.7 110.0 57.0 562 So.2 ( :*.fl 77,0 J :7flp 7$6 1 4•. a 1 41.4 £2 9 58.0 98.E I 58-0 7 • - 473 ..1 =4•.:. i = ° - r:w 55b 37.0 SIt 47.E 43.''3 75.2 43.'. f 29.4 I 29.4 453 ( 41.7 71.3 41.2 g0" - - [ 4:..7 44. i r ..4 .j.- '4, •9 - :j®" 28-1/2" " 68.8 66.5 I 912.9 1 92.9 7 :CSI 109.2 24' 57.2 1 57.2 7E-5 78.5 110.0 57.0 46.E 48.E 59.5 55.5 t 105.3 t 78.E 3E" 39_2 • 39.2 1.9.6 49.8 65.3 58.0 f .2+" 36.6 36.6 43.9 45,S 55.1 1 56.4 4E• - 1 - 47_1 Li.1 0 74,.2 1 •4344 j ' 53-1/8" I - .1 - ! 40.2 1 34.3 67.9 1 39J 6p- - - 36.7 3 <.e 60.2 1 34.E 7 79 -. /9' 1 67.x7 07 -0 90.4 90.4 - 1103 109.2 24, 52.2 1 52.7 75.3 1 75.9 t 5C.0 57-0 I 29-!./2- 41 7 I 41.7 I 59.7 ( 59.77 101.2 I 78.E 36" } 33.6 30 C 34 5 39.6 620 58.0 80.7 . 56.4 .eP- I ?2 j _ 30.3 I 14.3 69.5 ! 43.: .,-. 74 -: %4" 26.6 250 i 37,5 1 37.5 55.2 1 39_7 60" - t - - - 032 1 34.E • 53- • /0" - - 1 - J - ( - 24' I 49.2 49.2 72.2 1 722 -08.' 1 57.0 • 36" - 1 - -°4.5 r 34.5 75.E 56.6 La_ I 6D• 84' - - - - 54.9 1 43.5 - 1 - f .- { .. ' - _. 747 45.6 +6.6 6 3.5 1 66.E 105 -E f 87.0 35" I - I - L 3+ ... 3: 4 96.0 55.0 8E° ' 41.6 43_5 EC" 1 y - 1 - - 1 - - i - 24" I 45.3 453 68.1 ( 8E.: • 1043 a7 .c.' • 3E~ [ - I., - ( - 74.1 50.6 508° _ za" 1 - 1 - 57.5 1 57.5 105.0 1. 67A SI!4GLE 1.117 PICTURE *INDI 3E - - 1 1 - 1 - 72 7 • 52.0 :�° ( - - _ t - CO11 WCATry ANALYSIS ry. HART - 46- _ - 6C• i 1 - - - i - I - - - i-lJ Vn nt•t- Sb -'V6: Cd lE 4R!•• td4 1 da]t:I. Vn .• -. :4" {•r O- •i•�:. AQ TEST S1ZE - 37. -1/4° x 74 -1f4' C 79.57 92L 4 59-4/2" x 77••112' 1557 IAN= 4.60A. -50.0 Psi I 7557 10.705 4 .910. -81.0 PSr 0EZIGN 1.0443$ - -40.0. -40.0 P.$r !1 DESIat4 1.00435 4 +BD.7. - 50.'.'745.7 WATER IMRIt8A710N TE57 4. 20 P6r VLCER inrl!1.1kTET lr. T - 16.5 PS'. TESTED CLASS ■ 3516° - 4p■[t..f5 I TESTED LU555 c. 5/16" - TEU.18W0 & TUT 512E 4 51' % 74-tic t2_ `2ESr twA55 - ...56.0. -75.0 PSG S 13E310 P1 1.34.05 - •45.0. -45.0 PSr WATER I0ILTR 0XXI TEST c 20 P5F • II3IL. 31.499 s 1 /b' - 3ik•15ALE0 O- 117 H W XS) 1 r 7'S1®DW.Testeem tw ee +_ kb thinwee. Vim` 42.064-el LI1w ;. 2,c 587 5. '5 1 R:9 7 u. zc 1 um: A a.� re ., V !If knal "1: I 9 Q :§ Gx 11 h °j • Q. U Z7 0 C < ora my n'o'• W97-1° O C7 CV CC CL xOICSIGN LOAD CAPACITY - PSP (3 /1 6" TAPCONS) DESIGN LOAD CAP A. ITY -� PS`E � t 6� C:� � " p'- ----'" �� r LRNT701r DIMS. WIC - ANNEALED 1/4- - ANNEALED 3/Le" - TEME'12= wmar 11110- 3 /L8" - ANNEALED L/4 - ANNZALED 5 /L6" - TexpERED A!8 4f$ T. t.1 TNT. C-1 E1CT. C47 t 09T. t -7 t6 T. t -7 1417. 4-7 A/E 416 EX: C41 LN'.. t -7 EXT. ( -; • NT. C -) £YT. t °3 :VT. {-) 19. -1/$ 26 -1 /2" 37- 53-1 fB' 25" .....77.9 774 118.0 1 120.0 rt0.0 ' 493.5 24° 35° 4g' 6C.° 24. 62.1. 62.1 93.5 55.E 114.4 140.0 52.1 42.1 94.2 1 5.4.2 - 15C ^ 31.0 573 87.3 88.3 68..3 3 =0.0 138.8 62.0 62.0 83.7 [ 63.7 -1.10.0 123.6 57.3 57.3 88.3 88.5 110.0 )29.2 57.2 57,2. 755 j 76 5 '.I0.0 c I54 55.4 56.4 , 75.7 75.7 119.0 L12.3 t9 -1 /6" 25 -I/2" 37" ,55 -1 /5" 36 -3 /e' 77.7 77.7 304,9 154.* 110.0 . 15;9 24" 35" 45" 50" 36- 62.1 52.3 94.2 I 94.2 '/C.( :55.0 41 -4 4i.*. 53.6 1 03.6 =BC.s 4_3 68.2 sal 66.8 85.5 130.0 128.5 41.4 e.14 52.9 j 62.9 55.5 50.3 40.3 40.3 62.0 62.3 57,5 94X8 39.2 39.2 494 ! 494 ' 58.3 653 38.8 55.8 54.8 54.5 90.7 57.8 19 -3/5" ` 26 -'/2" -- - 72..0 72.0 97.1 1 97.4 { .05 1 143.4 24" ^ -- 62.0 i 57.0 637 63.1 /10.0 123.5 :.. <_.= a.4.s .Q.41 fr.;..) 46.2 58.1 77.3 77.0 I 11133 11 s7 45- 50' 48" 31.4: 31.0 474 - 47.E 75.2 77C.0 37- 33 -1 /5" "' ti 40.3 1 40,3 589 56.6 54.7 . 946 - - 43: - 42.1 75.2 70.0 29.4 25.4 45,3 1 45_.5 113 654 52 -i/5" 084 56-9 92.9 92.9 It0.C• 137.' 24' 38' 45 0.7" 60" 57.2 572 75.5 753 11C.9 :15.6 35.`4 .592 45.5 49.5 88.3 55.3 26 -3/2" 37" 53-1/5- - 46.6 45.6 693 59.5 - 306, 105.3 - - 42. 42.1 79.2 704 ff3 1- 56.8 56.6 45.5 45.0 83.7 SS.: - ; - 36 -= t 36.: 8:.2 58 -- - 40.2 { 40.2 67.5 1 53.2 15 -1 f.e" 26-1 /2" 37- 53 -1/5" 07.0 67.0 1 90.4 1 90.4 110.0 i 112.5 24" 35' 48' 72" 1 ECG k 52.2 t 52.2 75.3 1 15.3 115.3 1 411.2 3C .0 50.0 35_5 I, =3.E 82 -4 52_4 4 :_7 4.1,7 38.7 55.7 1022.2 f 1132.22 - - 24.2 24.3 55.5 55_5 74- .f4 - 7 28.6 : .5 37.5 1 37.5 # 84.1 5C.1 - f - - 1 - 60.2 56.0 .. 1 - - I - 55-2 6.1i. . 24' 38- 1 84. _ 45' 473.2 ( 49.2 72.2 1 72-2 : -5: 'C° . I - 3..3 34.5 75..6 75.6 - 1 - - - - ra..9 53.6 24 36' ¢6" 45" 80- 1 46.5 46.8 55.5 65.5 135.9 105.5 1 - 31.4 i 31.4 76.0 76.0 - - - 1 - 6' .8 61.6 - - - 1 - - - 24" 36" 48, 80' 108' 45.3 1 45.5 56.1 43.1 104.3 i 104.7 •-• 1 - •-• - 74.' 74 - - - 1 - - - - '• - 1 - _ - - 14° 30" 6C' 120" 4 - - :'.0 I 54.5 703.0 141,2 I - - - 72.7 72.7 _ _ - l - - 1 - r =Am Con mew= assiog mom Pb OIXIC' CONTROL DIMON NOTICE OF ACCEPTANCE QA) Yale °gran 671 West Street o Inc Hialeah, FL33014 SCOPE This NQA is being iisuad under the applicable rules and rsgulatittls goon The documentation, sUbtadtd has bean a;evi:ewrixl by nta i -D Con by the Hoard Of Rules sad Appeals (BORA) to he used an Miami Dade C the Aut ox ty Having Jurisdiction (AEI). This NOA shall not be valid after the expiration date std below. 7I° Division (In Miami Dade County) andk r the AH3' On areas other then have this product or anal tested for quality assurance purposes, if tit the accepted manner, the MatleaCtMetr Will uarur the expanse of such revoke, modify, or suspend the use of such pa odurt or material within the to revoke r this ice, if it is determinedly M3a��Y3ade County Prof material fails to turret the moments of the applicable building code. -; 4DE COMM, 1,71.00A L40 WEEt vuteutkit Ste, timat gtaMt, FLORIDA 33130 -15+93 i 37$4001 FAX Oa 379- • :deg the use of calISMICtiQU maostiaks, +Toduca Con401 Division and accepted arit.lotturr areas whese where allowed by -Dade County Product Co'ntiol I lexci Dade •Country) reserve the ri t to pmduet Or paaterla1 fells to perforra est and the AH1' may immediately jurisdiction, BMA >< es the right tat Control Division that this product or This mot i appreveti a med herein, and has bean desivied to ne ; $y wltbc to Ve oe'cty Hurrieeue Zane of the Florida Building Cam,. DESCRIPTION: motes " '0 Alt um Sin& Using Wbadow and ll ' a Action Window' APPROVAL DOCUMENT: Drawing No W96-38, titled "Series4S0 8 : ,gla Mang W awe', shy 1 through 4 of 4, prepared by Al Ffroog Cotpora/lol;, signed and saved by 1lumsyc !Woos F,E., dated 10/10/96 with • revision cna 10/07)03, hearing the Miami-Dade Miami- County Product Control Re . , Wien SUkKOp with the Notice of Acceptance number and expixtuion date by the MianthDade County Procin ; c Control Division. M3sSILE IMFA.C,r R•4MO: None LABELING Bach unit shall bear a permanent label with the vn nu actrats ,'s tie ce logo, city, state and following sc ant " iami -lade County Product Congo Approved', to oss otherwise noted herein. RENEWAL of this N ©A. shall be cproldnnad after a renewal applicalion J 10 bea3s1 Med and the has been no change in the appl3cable NBA** code negat veIy affecting the perform= of rids pry„ TERMINATION rf this NQA d11 occur a{'ter the expiration date or of th u has been a won or change in to mateeisls, use, and/or matmfacttue of the product or proem. lie of t i Nta6 as an endorsement of any prodtut, for lea, adv tagg or any other purposes shall automatically to :: dt at a this NOA. Pailu xe to comply with any section of this NQA shall be cause for termination and removal a I NOA. ADVERTISEMENT: The NQA, number pie ded by the words l - :►ad county, cudda,'and follower by the expiration date may be displayed in adveri Literal-ore. If any porti : t of the NOA is &s payed, them it shall be done in its entity. INSPECTION: A copy of dais entire NOA shall be p_Fovide d to the user by the ner or its distributors and shall be available for inspection at fhe job the. at the request of the Bud t ; ing Metal. tl, This NQA revises NO& # 02-0507.00 and consists of•thia page 1 as well .! approval document mentioned above. The sulmaitd documet',.tatiott was reviewe4 by Theodore Berman, P.E. T 00 ' 39bd • JUL 1 4 201. DMA x,.010.04 ; *Ulm Mow Nvvetaluw 14 2007 praval Data Member 10k Rego 1 :1 I�dA WO E :O T p0 , E Nflf LiQuIzNatjazrusgatsanw DRAWINGS 1e M nu facto drawings and fmettons, 2.. Drewihs No. W96-38, tad '"Series-580 Sing Is Ran ; Window", slaws 1 through 4 of 4 pnvwed by Al Ferooq Corporation, signed turd sett [ by y 4 F 1, P.E., did lo/1O Mitt revision, on 10/07/03 • B. TESTS L Test reports onl) Air Intiltnation Teat, per 'T S 202 -; 2) Uniform. Load Static Air Press= ; ost, per TES 202.94, 3) Water Resistants Test, per TAS ?x;144, 4) F Entry Resistance Test, per t 13024-76, alons with marked -np •dt ngs and Installation chi , rink often aiuminm ilans window, pfd by Fenestration Testing Laboratur fi , Itm.; Test Report N. ra1171, and .F L- 11.70, dated 10/16/95 and 09/11/95, signed a t d sealed by Yunil Gareado Kuti, F.E. "Submitted ander 1 OA #0240607,O6 2, Test reports onl) Atr Infiltration Test, per TAS 202-1), k 2) Uniform Load Static Air Pressure ' 1 est, per TAS 202.94. 3) Water Resistance Test, per T,,pa;$ 21Y.1-94. 4) Forced Entry Res amps Test, pis. a AMA. 1302.E -76. along wit hacked -np drawings and it won cii m of MI aluminum Angle bung "weer dual action vow, prepared by resnesosib a Terebag Laboratory, Tact Report No, FTL-1660, dam. June 23, 1997, signed s n i sealed by YOuxil Gerardo Kurt, P.E. "Submitted under YQA #02-0S07.06" Test reports on l) Air Infiltration Test. per TAS 202 -5'4 , 2) Uniform u Load Stark Air PXOsstE ` C et, pct TAS 202.94, 3) Wang Resistance Tom, per TM 24 4) Forced Rutty Resistance Tat, pew, k144A,1342,5 ..76.• ' along witb marked-up drawings and installation teas R of an aum singe bung window, pared by Fenestration Testing motor; r, Ems, T=est Report No. F 3879, dated 08/28/03, signed and sasiesd by ,Joseph Chen, P• E C. CALCULATIONS 1. Armor Calculations end Whactoral analysis, p signed and sealed by That yaun Fad, P .E. 2. Complies viit1 ASTM-E1300.98 71 AtlAT R L CRRTJX7CAT1ON L None, 200'3Jdd ant 1,11..A1-Paiocq CCi«, dated 10/07/03, E- 1 Remy" PM. Derr y J ; Grp Pr+ m Coutriel DMA= riro.4 Ne 03491044 *akin Hasa Nevamber Vit 2067 d.etl Dom x'18, 1d:t WON d SEs0t 'b0, E Nnr K. QUALM 41,SSUEANCg, Mieoli-Dade County Bending COte' COMPliasrg0 Mt F, STAB 1 Letter Aga `e Or NIanufneuning Co. km, c : �zot c hared sage it Whil last aprrove+d, gild and am I i 2» Lam' congeal= letter or Test Upon pa. Fi ;! Testing Tbtc , km., dated 9 /10/40, sited and se 1 Ma toting that the product has d by SC4114 Mance. 679 iganed by Fesestrakm ad by Tolaeph Men, P� OTHER 1. Let fpn the consultant stating eat the prods= is Egg Code ), E0®'BeUd �xr Rance with foa Florida Modem Birmatii) MA. No 0.1.01140404 it 10 1,4, 2067 I.;wowed Dada Deaanabar14 �'l �h WO? 46:0T 1701 E MflI' MIN MAD Winn - meow Ma. zwin ROW 31w' URNS! yr TainviS IfSs -61114. 5¢8a7 9/la•- q33. MSS WW-+9& altos lis HZ >, izracinitanatonzaramocznain NIR=11111E111111=11 ism EMI VEMII ICIIIIEZEMME=11111=11111:311111=111 as EMI 1 >1i *!13?11 1=1111 tZIN 111EM 101111 1EM 112i 111 !E"lE 1MIII :l 7 Fl1m SAO 111011111115111111011111111111111111211111101111111110111 saa aan 11111111 111 1C311. ION » aeko 111:311111MIUMB 100111111:=1111=111E211 11=111111121111EXIMEZIRIMIIMI Ass UM PMEIFII 3: 14 RH RMIIIIIMMEZEINIMIIII=11111E1111 EMI Q!!.€0lE aaa saga 1111:111111=11111=11111=111MIIIMILIMIN 11E311111=1111EMIIIIIMIIMI EMI papa• a� aa a/r (4} MI m Mk ve maws re las ISEIE:-.:11M...11MIDEBESEGa. gmmanzAbliegamat 3/+ !mss 'V MAL sda Iu1 axa nStn sau 131.7 NOW Jilt VERT n» vie' mous DETAIL 2' r;PEW13012603 VY c. 1.02. .• • t" ▪ : • " 6{.02 0133 WS, TM. 61.03 0FE SA152911Rali ea aavAga 1 Ar vra latq, WWI .100 MI WOOD SUM NOT SY YALE;INM 31.93144 UMW Wag Wi elan S151124 MID Ifatingli TWA RI ThE SUISO219 SIMICTUrc AMAND-AMI EMMA ago Win 20U. FOIRIED A1.1111 O1 M1111 ORIIL UM MEM MOM =POMO RCM MOM MO OR EOM cam TO WM nASS 417 Mt HMI 3011 fi 330. IMatinI0 1 *482 1 • 2-21 3 2 21M2 50422? 1 128 40. 000 • 3 12-13.10 1 A211-10 110 %OW 1 twat11614 101. 011' a AA. was IFittra Atm vow CORM, O.110 HEW OF MUM AT SRL TO M MVO 10111 RIAIMUM -MOM MORT, MUM ?MOM .3304 OR WM • PADS; I/4 3/4- Amon cum CELL FOAM fs44 M- OW fre OF RIM VO. MEALAMEgati 3LW22_10,2112 I A) 3470 2 ay moo nem 1-W MK POEM= INTO VioOD 2) 71ao 1 Fkr %ODD MIRS OM MOM 1-1/e M21. EWA MO WM 011 1/MORRY 036 -IS al103-qa 10101 /0/A• 11 Ma T212 111211. 1fl-110 22242 altka sta. 13 -01-000 122012 20-300S202. .i37 2 Oa 14 yo-sfs lelta yam 31.1-415 1 0114101 a WM 0 MCI 12 23/4 Ms :anew =gas 12 2 X 3/4" 2 /10k FOR 2001 17 r 4/ van jssAr &mac, sate toaso4 P21 VI. *MED 101/ 0 0401 Ma naafi coa /10 Pi.040 gm. 20122210 Po yats 122ei206114 2003 1TTIT -71T11 1 I 1 1 I • 1 11 4104.18-ti 31k1A Wo Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/7/2004 Applicant: BARBARA Owner: JENKINS JOB ADDRESS: 46 NE 92 Building Permit Permit Number: BP2003 -1199 JENKINS BARBARA ST Contractor GATTAMORTA CHANIN CONSTRUCTION INContractor's Address: 1860 WEST AVE Local Phone: Parcel # 1132060130040 Page 1 of 1 2FLR Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 1 Fees: FEE2004 -3619 FEE2004 -3620 FEE2004 -3621 FEE2004 -3622 FEE2004 -3623 FEE2004 -3624 FEE2004 -3625 FEE2004 -3626 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Builders Bond Structural Fee Total Fees: Amount $565.00 $4.80 $50.00 $1.60 $14.13 $36.00 $300.00 $50.00 $1,021.53 Total Fees 1 021 Total Receip _00 8 �� `(/ \O\ Permit Status: APPROVED Permit Expiration: 10/7/2004 Construction Value: $8,000.00 Work: INTERIOR RENOVATION RAISE FLOOR REPLACE WINDOWS (GARAGE ENCLOSURE) Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu' ding Inspection Request Date I 13 Type Insp'n U { t 001.A.3 Fr no 1 Permit No. � 11,9q Name r �/�✓T - Je'Thr'5. Address 46 1IE. 012.s+ Company C ✓ ,,rte Phone # Inspection Date % Approved Correction Re- Insp'n Fee ❑ 03- 19 Cit