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BP-04-590
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/9/2004 Applicant: TERESA Owner: JOB ADDRESS: 301 GRAND CONC Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060133850 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -590 OLIVA Contractor's Address: 14040 NW 6 CT Page 1 of 1 Fees: Description Amount FEE2004 -5825 Building Fee $750.00 FEE2004 -5826 CCF $15.00 FEE2004 -5827 CO /CC $50.00 FEE2004 -5828 Training and Education Fee $5.00 FEE2004 -5829 Technology Fee $18.75 FEE2004 -5830 Scanning Fee $30.00 FEE2004 -5831 Radon $2.00 FEE2004 -5832 Builders Bond $300.00 Total Fees: $1,170.75 Total Fee41,170.75 Total Receipts' '0 ®00 Cc Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 25 BLK 28 LOT SIZE SITE Permit Status: APPROVED Permit Expiration: 10/31/2004 Construction Value: $25,000.00 Work: ADDITION OF BACK PORCH AND REMODELING FAMILY ROOM 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: 4 105 MIAMI SHO' "LACE BUILDING D III- 161:= 305 - 7932204 '""emoviaaaas Building Inspection Request Date l I I 1E105 Type Insp'id" t Ni AL _ Permit No. 4 6120)4 0 Name S 1 V 7'�7t Address / � J A 4Z Cc D v Company 12"C7*4 1 (1\( G Phone # (3c) 5D7 - 1 Z� Inspection Date 11 Approved Correction Re- Insp'n Fee Address Correction Re- Insp'n Fee MIAMI SHORES VILLAGE LQ BUILDING DEPARTMENT 305- 795 -2204 (A.) Building Inspection Request Date Type Insp'n 5 Ino e Permit No. 3 P ®4 -5 G P , O Name ®1 VG 301 Orcrcil CorY o'\r Company ORo NI \ Phone # Inspection Date SIG Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date M' o 1 1 Type Insp'n l) d to FccAi ro Permit No. 6P 5 9 0 Name 011‘10 Address 50 I e rC1nO CV Q- Company 0 2C _ 1 Phone # 0 Inspection Date Approved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n �x1�Y'�O I(r) RICA I Permit No. U Name 011 Address rU 1 (or On° O cr Q- Company (6 #-CAU 1 Phone # Re- Insp'n Fee ❑ • ) J Type Insp'n Permit No. Name Address Company Phone # Inspection Date A Correction Re- Insp'n Fee L425 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buspection Request Date 4 T. L2 s o ar l7� MIAMI SHORES VILLAi BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date ( PO Type Insp'n SheC.0 Permit No. & 2C04 S? Name r f (1(.112- Address 11-1(1 NW 10 S Company cp.)r -e Phone # !!__ Inspection Date t(/ l I o Correction Re- Insp'n Fee ❑ o�� Address 30 1 &Irma CC,( MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Correction Date `. (� Type Insp'n 11-C ���, B �UJ "y�� n C)rn J Permit No. GP 04 5q Name 11 Company (J i �v Phone # Inspection Date ( /3 Re- Insp'n Fee ❑ Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil.'ng Inspection Request 30(0 3 Date Type lnsp' n Vf Tin 609 Ocr Permit No. OP O U - (02:2_ Name Olk VOO Address 301 oXO erfloc Company ()e0 N -7 at Ft- Date Type Insp'n Approved Correction 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buils'ng Inspection Request Name O 1, vcicA Address 3 V i e)r Company`. LION 1 Phone # Inspection Date log n rah 1)()i OCF Permit No. Dr 1 4 - P 2 ) Re- Insp'n Fee ❑ CrjiOcr Phone # AOLt MIAMI SHORES VILLAGE BUILDING DEPARTME F 305- 795 -2204 Cs�1 B 'lding In c Dat J K®® � J Inspection Date Approved Correction Re- Insp'n Fee Type Insp'n Permit No. L Name ® Address 30 1 0 1 CnC. C � Company an N 1 , `C..1 Permit No. P1 fu '6 Name 0 k V O Address 30 I 0 rcrt 1 @cdr Company I L Phone # Inspection Date "7 Approved Correction ,Z(Clq MIAMI SHORES VILLAGE BUILDING DEPARTMEI T , #55 305- 795 - 2204 B ilding Inpect Re- Insp'n Fee ❑ 8/4/2006 To: Current Owner 301 GRAND CONCOURSE Miami Shores Village, FL 33138- Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -590 Address:301 GRAND CONCOURSE Miami Shores Village FL33138- Date Expired: 6/26/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant .a _.. nn nnnn Scheduled Inspection Date: May 27, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Sh Phone: (305)795 -2204 Fax: (305)75 Inspection Number: INSP - 111067 Permit Number RF -4 -09 -590 I Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 1 , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (01 �eF I Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) - Ct 26-54- pl_t V A Phone # s Ir0 - 1 l 21 0 Owner's Address 3 O I C'12 A-NO) ( ®ns C00 IZ 46_ City Tiorinni brto'r. 5 State Fl__ Zip 3 a) D r Tenant/Lessee Name Phone # Job Address (where the work is being done) 301 Cdr N 0 r rent coo r rc_ City ' Miami Shores Village County Miami -Dade Zip 2, .6 t 61- Is Building Historically Designated YES NO Contractor's Company Name 2-.0 a i i N C_.. Contractor's Address V4,0-l0 N W (o ci City 1���(C� l viLitarmi Qualifier LAN D () 7'r Lfr i AS Architect/Engineer's Name (if applicable) Phone # 3 � o� �, -( - l 0 (P3 $ Value of Work For this Permit +>> - �� Q?N S� Type of Work: '4 Addition ['Alteration [New " ❑ Repair/Replace ❑ Demolition Describe Work: Ab r) t-t t' d ^( ©r 6A-C K. P Ner.AeI P.ns 0 ii_rn o,' r 4 (t, Submittal Fee $ 0 4 W Permit Fee $ CCF $ /5 CO /CC 50 Technology Fee $ g Notary $ ` Training/Education Fee $ Scanning $ 3 C Radon $ Code Enforcement $ Total Fee Now Due $ 9 7 o (Continued on opposite side) Miami Shores Village Building Department Permit No. 6 P q (, Master Permit No. Electrical Plumbing Mechanical Roofmg State Zip 3 b 1 (o FS Phone # 27S - - e}-1.1 Square Footage Of Work: 20,0 cle-if Zoning Structural Plan Review. $ cc iCX23 terp C �C Bonding Company's Name (if applicable) spa 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 FI FCTRICAL 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. Owner or Agent The foregoing instrument was acknowledged before me this Z day of 1e►Zt' L , 20 Dt{ , by TCc.2k i b o)-NA who is personally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this 2C, day of Ora L , 20 04 , by (0.�Arrvac. who is personally known to me or who has produced as identification and who did take an oath. NOTARY 'UBLIC• NOTARY PUBLIC: Sign: •► c Sign: �° �I'Z- ��uc.+.•5, --e " cea Print: k(e--.t_ ec.N. Commissi �. on #DD296544 Print: Aaa_rr,,vi) Qt,; ccr. A ��• e. ��'• ' Expires: Mar 04, 2008 My Commission Expires: a . Mantic Bo m Bonded., My Commission Expires: �`� � "r►'�•, Inc. an State Certificate or Registration No. ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cho 12/15/03 APPLICATION APPROVED BY: (Certificate of Competency Holder) Certificate of Competency No. **************************************** * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** JUN - 4 0.0 o ALA - Ariems Alicea Expires: Toms zoos Bonded Adantic Bonding Co., Inc. $ 17-14- Plans Examiner Engineer Zoning IIICE th COMMENCEMENT A REtORDEINCOPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. II -3 20 b - 01') 3 erc STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: h1\ i Aw► i S op-4. Sec 1 Aryl 't3 lO - - 7 o l,s 2.5 _aLK.. 241/ Lo'i bi Z.� ,Si � t� VA t lr; 2. Description of improvement: POPE t-( > i, 3. Owner(s) name and address: A C'L J A VO1 co FLAN r c0 r Arvfz Interest in property: Name and address of fee simple titleholder: 14 A 4. Contractor's name and address: I c p' ' NW L. T NO►'t► wtiA 1-2-1 i rL 3'51 foY ( 5) (o41'S-oo 5. Surety: (Payment bond required by owner from contractor, if any) 441A N IA Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N� 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: t4 f A STATE OF FLORIDA, COUNTY OF DADE 1 � =" �� < ' - T1FY that this isaf oyofthe 9. Expiration date of this Notice of Commencement: (thementor to 1 e. r fro date different ate is spe;;� �.• ArVEY 1 c n oanry Coeds Sigri re of r - Sy �A� D.C. Print Owner's Name I e-resck. Ct' ' / A Prepared by 1= '{ufc.a Sworn to and subscribed before me this 2/ day of A PB �- Notary Public _ ��"s►_,� - _ ��� c.( Print Notary's Name Ng Ng-La r J) t L CI My commission expires: 123.01 -52 PAGE 4 8/02 20O /. I�ili►illr}�illii�iiiUilr7ii YVIiYVIII>t CFN 2004R0317066 OR #'k 22263 Ps 2039; tins) RECORDED 05/04/2004 13 :00 :39 HARVEY RUVIIdp CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Address: 6`10 4 MIA) C:e.T Ar�ems cea N(7a-1KY■,.`d4YVt; ��- 33161 . ( -041,7 e Expires• Mar 04, 2008 7 ondedThxu . l S J % Atlantic Bonding Co., Inc. Miami Shores Village Building Department Permit No. 04--°570 Job Name ®/i vim. STRUCTURAL CRITIQUE SHEET � eei bme 46 pkiles 4 dA hers - s/ / 6 s .. A6 — 5_ee (Jo M 4- Belo W , 6191li44a -l) o -PAQ-41° cA/41data 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 30/ ag, COIJC XJIZM 17 sNO ✓ PrDv -L L 8eap4 rein Art evrt eti g�3 . ® Si ,--/er 60/s. reid, irrtiere s2 .S°lov ieearvL 60 41141 abui c°xist . knetselnre.1 - 1awel trout h 47 r'e L3eai, ig These Co /s. ar per,. de' d.efor ra a e (A/e; Side li y4 h) no/ a nerd,? - 4_,/e, /0.5, - a k - kottiwer, a- ate Cpl. is rei -ur ea.z, side (nd �G l /ed block) G c, o, r r /47 15 g - u o JOB ADDRESS • CRITIQUE SHEET • 1 , o V * ( 0/ C8/lce�9� APPLICANT rP/11i / 1 V ( C. PHONE # APPUCATION SHEET OF MISCELLANEOUS DATE LVVVirtJJ • — 57777 - o 7 v?4 i igide - C 3 ()MM) s keta COMMENTS D n.o+ /v. 4-. A sAi (es Lv P r (5 � a + , ( — t (C., PERMIT NO., SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL BY ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT DATE 1. Subject to compliance with all Federal. State, Cocwty.YUlage rides and regulations. Village essuateg no responsibility for accuracy oflor results frost these plans. 2. This copy of plans must ha available at building cite or no Inspection wilt be conducted INITIALS Miami Shores Village Building Department Permit No. Job Nam BUILDING CRITIQUE SHEET Cum, 44Iv AWIMARWAW . fd A& 4 ) a CAW o,- a � ic /� ��sci / 3\ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 s— (1- (c)i 46k-xeitikkt.)\ p09-570 School Board School Board Debt Service Florida Inland Navigation Dist South Florida Water Mgmt District Everglades Construction Project Children Trust Authority County Wide Operating County Wide Debt Service Fire Rescue Operating Fire Rescue Debt Service Miami Shores Operating Miami Shores Debt Service Miami-Dade County, Florida RE DECEMBER 3,686.58 NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENTS 135178 SEE REVERSE SIDE FOR MORE INFORMATION 1:111011"14rir0 if'""TillifT101.111101 rr" 163,125 „ 11-3206-013-3850 MIAMI SHORES NOVEMBER 3,648.58 JANUARY 3,724.59 FEBRUARY 3,762.59 8.41800 138,125 0.68200 138,125 0.03850 138,125 0.59700 138,125 0.10000 138,125 030000 138,125 5.96900 138,125 0.28500 138,125 2.58200 138,125 0.07900 138,125 7.75000 138,125 0.51510 138,125 MARCH 3,800.60 1,162.74 94.20 5.32 82.46 13.81 69.06 824.47 39.37 356.64 10.91 1,070.47 71.15 APRIL (Delinquent) 3,918.12 Combined ' and asspssr.rients, :$3,800:64, B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 98. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025 C 0093 J 7/17/95 312/94 X N/A PROCESS# FOLIC #'11 -3206- 013 -3850 C.O.R. 7.2' Policy Number Company NAIC Number BUILDING OWNER'S NAME TERESA OLIVA TR BUILDING STREET ADDRESS (Including 301 GRAND CONCOURSE SECTION A - PROPERTY OWNER INFORMATION Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25 BLOCK 28 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" PB 10 PG 70 OF DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( #ff' - ##' - ##.#1€' or ##.#####°) ADDRESS 6175 153 ST UIT SIG RE FEMA Form 81 -31, JUL 0 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. 1.1 HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B2. COUNTY NAME MIAIW -DADE B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B1t Indicate the elevation datum used for the BFE in B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding elevations are based on: ❑ Construction Drawings* ❑ Budding Under Construction* 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 d lagram 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, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below as ordng 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 NONE Elevation reference mark used N -568 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (indudng basement or endosure) 9.2 ft(m) o b) Top of next higher floor N/A. ft(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft(m) o d) Attached garage (top of slab) NIA _ft(m) o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 7_1 ft(m) o f) Lowest adjacent (finished) grade (LAG) 6_6 ft(m) o g) Highest adjacent (finished) grade (HAG) 7_3 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CITY MIAMI DATE 5/5104 ZIP CODE 33138 SOURCE: ❑ GPS (Type):_ ❑ USGS Quad Map 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. CERTIFIERS NAME : PABLO J. ALFONSO IJCENSE NUMBER : #5880 TITLE PROFESSIONAL SUR OR AND MAPPER COMPANY NAME ROYAL POINT LAND SURVEYORS O.M.B. No. 3067 -0077 Expires December 31, 2005 ❑ Other. ZIP CODE 33014 STATE FL TELEPHONE T: 305 **F: 305 - 827 - 9669 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT,: In these spaces, copy the corresponding information from Section A. BUIL WG STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 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 E5. 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 1 1 1 ft. (m) 1 1 1 in. (cm) L1 above or L1 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 1 1 1 ft. (m) 1 1 tin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is 1 1 1 ft. (m) I I in. (cm) L1 above or L1 below (check one) the highest adjacent grade. (Use natural grade, If available.) E5. 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? 1 I Yes I 1 No 1 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 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 ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) G7. This permit has been issued for L1 New Construction L1 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: TITLE TELEPHONE DATE For Insurance Company Use: Policy Number Company NAIC Number STATE ZIP CODE DATE TELEPHONE L1 Check here if attachments LI Check here If attachments 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. G1.11 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. L1 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. 11 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED . ft. (m) Datum: . ft. (m) Datum: I I Check here if attachments Replaces all previous editions B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVFJREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025 C 0093 J 7/17195 3/2/94 X N/A PROCESS# FOLI O# '11-3205-013-3850 C.O.R. 7.2' BUILDING OWNER'S NAME TERESA OLIVA TR BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 301 GRAND CONCOURSE CfTY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25 BLOCK 28 OF "4N AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" PB 10 PG 70 OF DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( #I#' - ## - ##.#t1" or ##.####/r) TITLE PROFESSIONAL SURVEYOR AND MAPPER ADDRESS 6175 NW 153 REET, SIGNATU FEMA Form 81 -31, JUL 00 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: ❑ NAD 1927 ❑ NAD 1983 STATE ZIP CODE FL 33138 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: Policy Number Company NAIL Number SOURCE: 0 GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES - 120652 B2 COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ► NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building lasted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* t Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Butting 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, ARIA, AR/AE, AIR/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 NONE Elevation reference mark used N-568 Does the elevation reference mark used appear on the FIRM? ❑ Yes 0 N o a) Top of bottom floor (including basement or enclosure) 9.2 ft(m) o b) Top of next higherfloor N/A. ft(m) o c Bottom of lowest horizontal structural member m N zones only) N/A. ft c) , 5 / 2 / ° / . o d) Attached garage (top of slab) N/A _ft(m) w is o e) Lowest elevation of machinery and/or equipment - m servicing the building (Describe in a Comments area) 7_1 ft.(m) 2 5 o f) Lowest adjacent (finished) grade (LAG) 6_6 ft(m) z' o g) Highest adjacent (finished) grade (HAG) 7_3 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME : PABLO J. ALFONSO LICENSE NUMBER : #5880 COMPANY NAME ROYAL POINT LAND SURVEYORS ssso CITY STATE ZIP CODE MIAMI FL 33014 DATE TELEPHONE 5/5/04 T: 305-822-6062 F: 305-827-9669 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS Field Date: May 5, 2004 Field Book: File F: \BOUNDARY- SURVEY- NOTES\3 GRAND CONCOURSE - DADE- NTS.doc BOUNDARY SURVEY Property Address: 301 GRAND CONCOURSE, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: Lot 25, Block 28, of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17-6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652- 0093 -J -MARCH 2, 1994 16) 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: A.) TERESA OLIVA TR B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17-6, Florida Administrative Code. Y = 1N Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND S U R V E Y O R S , I N C. 6175 NW 153 STREET, SUITE 103, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 ** 305 - 698 -9468 ** Fax: 305 - 827 -9669 Page 1 of 2 LOT— 5 BLOCK -28 HP. 1/2" No I.D. 0.2' 0.2' 0.3' 1/2° No I.D. L A N D S U R V E Y O R S , I N C. 6175 NW 153rd STREET SUITE 103 MIAMI LAKE FL. 33014 PHONE: 305- 822 -6062 FAX: 305- 827 -9669 BOUNDARY SURVEY SCALE: 1" = 30' 0.2' FIP. 1/2' No I.D. 0.1' N.E. 94th STREET ASPHALT PAVEMENT 75' 11/W LEGEND — OH — Overhead Wire Line — // — Wood Fence O = Existing Elevations la =Catch Basin ® =Water Meter ea, =Power Pole — x — Chain Link Fence ❑ Iron Fence F.N. =Found Nail Conc. = Concrete FIR. =Found Iron Rebar U.E. = Utility Easement FIP. =Found Iron Pipe /Pin FFE. = Finish Floor Elevation F.N &D =Found Nail & Disc D.M.E. = Drainage Maintenance SIP /R =Set Iron Pin /Rebar Easement R= Radius 5-5 - 0'-! A =Arc ODelta Pae2of2 T= Tangent g Property Address: 301 GRAND CONCOURSE, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: Lot 25, Block 28, of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17- 6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number 120652 - 0093 -J -MARCH 2, 1994 16) 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: A.) TERESA OLIVA TR B.) C.) D.) SURVEYOR CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17-6, Florida Administrative Code. Field Date: May 5, 2004 Field Book: File F: \BOUNDARY- SURVEY- NOTES\3 GRAND CONCOURSE - DADE- NTS.doc BOUNDARY SURVEY LAND S U R V E Y D 6175 NW 153` STREET, SUITE 103, MIAMI Phone: 305 - 822 -6062 ** 305 - 698 -9468 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 RS, I N C. LAKES, FLORIDA 33014 ** Fax: 305 - 827 -9669 Page 1 of 2 LOT- 5 BLOCK -28 Ato ROY^. h NW w L A N D SURVEYORS, I N C . 6175 NW 153rd STREET SUITE 103 MIAMI LAKE FL 33014 PHONE: 305- 822 -6062 FAX: 305- 827 -9669 BOUNDARY SURVEY SCALE: 1" = 30' LEGEND — OH — Overhead Wire Line — // — Wood Fence O = Existing Elevations EN =Catch Basin ® =Water Meter =Power Pole — x —Chain Link Fence 0 Iron Fence F.N. =Found Nail Conc. = Concrete FIR. =Found Iron Rebar U.E. = Utility Easement FIP. =Found Iron Pipe /Pin FFE. = Finish Floor Elevation F.N &D =Found Nail & Disc D.M.E.= Drainage Maintenance SIP /R =Set Iron Pin /Rebar Easement R= Radius ° -. 5 - 0 A =Arc L=ong P T= Tangent g FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000 -01 Residential Limited Applications Prescriptive Method C. SOUTH Small Addllons, Renovations & Building Systems _ Comp fiance talhMedwdcofChapter 6 of the Rorida Enermi Efficiency Code may bedemonstrated by the use of F a in 000C-01 for editions o f 600 square feet or less, s installed components of manufactured homes. and . moved= to single and e . Ntemabve methods arepra+idedforad onsbyusedForm6001ifi1a600A-01. • PROJECT NAME: AND ADDRESS: ApPrro p '1 Q M�.c 5e OWNER: T , ( e IL d BUILDER: eXONel1 PERMITTING OFFICE: 011,0441 -fig PERMIT NO. CLIMATE ZONE: 7 El 8 l9 JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES ( 600 Square feet or less of conditioned area ). Prescriptive regidrements Taffies 6C- 1,6C -2 and 6C-3 apply only ro the comments deb additiarnot ro the existing ban; Space beefing, cooing, end wear heating equipment efficiency leveb roust be met adyrd equipment is installed sped6caGtito serve the addilionoris being installed nconjunctionwihthee construction. Components separating snscora n e d spaces f r o m c o n d o n e d spaces mud meet the p r e s c r i b e d ndsdmmn isolation l e v e l s . R E N O V A T I O N S ( R e s i d e n t i a l holdings and g renovafons costing more than 30%of the assessed vain of the bulldog). Prescriptive re Tables 6C- 1 and 6C- 2 apply only to the components and equipment beig renovated areplaced MANUFACTURED HOMES AND BUILDINGS. Only slte- isiafied components and feagses meowed lytits form. BUILDING SYSTEMS Comply when complete new system bintaled. 1. Renovation, Addition, New System or Manufactured Home 2. 'Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant save overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area . 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood,.raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R -val c. Marriage Wails of Multiple Units 10. Ceiling type and insulation: a. Under attic (Insulation R -value b. Single assembly (Insulation R -votes 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13.- Air Distribution System *: a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. 1 hereby certify that the ,J= ns and seselicatipins offered by the calculatipn are I compliance wfthAle Rory ,r a de PREPARED BY: / 4 DATE: I hereby certify th at this buildi is comphalreedrmh the Floiida Energy OWNER AGENT: DATE: FLORIDA BUILDING CODE - BUILDING (Revised November, 2001) ting, none) Please Print 1. 2. 3. 4. 5. Single Pane Double Pane 6a. 79 .1 sq. ft. sq. ft. 6b. sq. ft. sq. ft. 7. >2 % 8a. R= _ 2Z. f lin. ft 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= ' .� I lv sq. ft. 9a -2 R= sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= sq. ft. 10b. R= 11_ �_ sq. ft. 11. Type: i! 'rUt ► (eXer4) SEER/EER: 2. 12. Type: HSPF /COP /AFUE: 11. 13a. 13b. 14Q 14. Type: .G IGG. EF: '0D 13.205 CK Review of plans and specifications covered by this calculation Indicates compliance with the Florida Energy Cale. Before construction is completed, this building will be inspected for compliance in asxordance with Section 553.906, F.S. BUILDING OFFICIAL: DATE: - -- - - Matdmtrm ,. >; -Ida. e -- - - - ---- - --- - -- - -- _____ --- - ass to floorarea allowed Is selected • r = overh , len • and solar heat •t: in coefficient. Maximum% = Instal ed % GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED MINIMUM EFFICIENCY UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double 'Single ? Double Single Double ' ' . - SPACE HEATING Electric Resistance Heat pump -Split -Single Pkg. Room unit or PTHP • Gas, natural or propane Fuel 011 - ANY , . HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 1 •0 HSPF = SDN1lI3O 1" - .87 0 - .75 ' ' b' .78 ' 2'- .87 l'-.75 0'- .57 1%.78 0'- .61 3'. .87 2'-.75 / / / 1'- .57 / 0 "- .39 2 "- .78 l'-.61 0'- .44 4'-.87 3'-.75 2'- 57 1'- .39 3'- .78 2"- .61 1'- .44 0' -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double dear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES - COMPONENTS SECTION REQUIREMENTS CH9 S Exterior,lolnts & Cracks • 606.1 To be caulked..oasketed. weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area .5 cfm/sq.ff. door area. r Sole & T • • Plates 606.1 Sole -fates and netrations through to. • lates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). f.`(° Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 0 Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked dre u t breaker (electric) or cutoffjgas) must be provided. External or butit -in heat trap required for vertical pipe risers / Pools & Pools S 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. ✓� Hot Water Pipes ' • ' 612.1 Insulation is required for hot water circulating systerps (including heat recovery units). Shower Heads = 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct - Construction, `,. ` ' Insulation & Installation .610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. . HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. COMPONENT MINIMUM INSULATION INSULA11OI INSTALLED. EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY I SIIVM Concrete Block Frame, 2' x 4' Frprna, 2' x 6' Common, Frame Common, Masonry R -5 R-11 R-19 R -11 R - 3 Central A/C - Sp10 - -fie Pkkg. ' .t • i`looni tirrdt o� tE'TAC ' SEER . , = F ,10.0 SEER' _ . • 9.7 - DER - _ 8.5* SEER = 12+ , • SEER = EER = ' ' . - SPACE HEATING Electric Resistance Heat pump -Split -Single Pkg. Room unit or PTHP • Gas, natural or propane Fuel 011 - ANY , . HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 1 •0 HSPF = SDN1lI3O Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R-30 R -19 R -13 R -10 ' R-11 9' " Ck HSPF =. • HSPF/ = COP AFUE = Stloo-II Slab -on -grade Raised Wood Raised Concrete Common, Frahm No Minimum .• >R -11 N-5 • 1R-11 P. - b AFUE = Electric Resistance Gas; Natural or LP. Fuel OH EF = .88 EF = .54 EF 54 EF = EF = I t In unconditioned space In conditioned space R-6 No minimum f.`(° EF = * See Table 6.3, 6-7 Climate Zones 76 TABLE 54t : PRESCRIPTIVE REQUIREMENTS FOR MALL ADDITIONS ( 600 Sq. Ft. and Lass RENOVATIONS TO EXSTING BUILDINGS AND SITE INSTAi LED COMPONENTSOF MANUFACTURED HAS. GENERAI.DIRECTIONS: 1. On Table 6C-1 Inthcate the R-value of the Insulation being added to each component and the efficiency levels of the equipment being installed. AIR•values and efficiw ainsfaledmnstmeetor exceedteminimanvauesfsted. Components and equipment neither beingadded nor renovated maybe leftban k 2. ADDITIONSONLY. Determine the percentage ofnerwglass to conditioned boor area i the additionasfolows. Total the areas ofdglass windows, ding glass d sandglassdoorpanels. Double bream of all newmfCalroof glass and add itn the previous total. When f inextslrngexterior walsbbeingremovedor enclosedbyOrealdfion ,anamourdequaltothe total area of fits glass may be subtracted from the total glass area. Divide the adjusted glass area total byte condoned Boorareaof the addition. Mutplyby100to get the percent. Fad the largest glas percentage under which your calculated percentage falls onTable8G2 Presaiplves are given by0re type afglass ( S i n g l e o r Double pane) and the overhang ( O H ) p a i r e d a solar heat gain coeffident (SHGC). Foragiven glass type and overhang, the mhdmmn star hit gainrwdfdent allowed is Biel. Actualglasswindowsanddoors robust)! trithee wait of the h and being mtretalled Inlheadd do not haveto a3mply Ode overhang and solar heat gin coeffelentrequirementh on Table 6C-2. M row glass inthe addition must meet the requirement bran alb ogions in t o glass pence n t a g e c a t e g o r y you I n d i c a t e d . The overhang (0If) dunce is meas red perpendic ularly from the face of the glass to a point direly under the outemnost edge of ti a overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the folowmg requirements. Any glass type and s r heat gain coefficient may be used for glass areas which meutxteratleastaMwfootover and whose lowest edge does not extend further liana feet from the overhang. Glass areas being renovated that do not meet this Oda must be either single-pane tinted, double -pane dear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system b Installed for system Installed - 5. Complete theInfamalon requested on the top half of page 1. 8. Read %limn Requlnaments forSmalAddimu and Renovations , Table 6C-3, and cited( all appfxable Items. 7. Read,* and date the'Owner/Agee certfi ionstatemerdonpage 1. 13.206 (Revised November, 2001) FLORIDA BUILDING CODE - BUILDING B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025 C 0093 J 7117195 312/94 X N/A PROCESS# FOLIO# 11 -3206- 013 -3850 C.O.R. 7.2' BUILDING OWNER'S NAME TERESA OLIVA TR CITY MIAMI SHORES LATITUDE/LONGITUDE (OPTIONAL) ( - Mt' - ##.W or ##.#N#/# FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 301 GRAND CONCOURSE HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE ZIP CODE FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25 BLOCK 28 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" PB 10 PG 70 OF DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw 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. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME : PABLO J. ALFONSO LICENSE NUMBER : #5880 Policy Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES- 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile E FIRM 0 Community Determined 0 Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: / NGVD 1929 0 NAVD 1988 0 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes '4 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bu7dng elevations are based on: 0 Construction Drawings* 0 Bui1dng Under Construction* F 2 Finished Construction *A new Elevation Certificate will be required when construction of the buldng is complete. C2. Bu7dng Diagram Number 1(Select the buffing diagram most similar to the buldng 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 A1,430, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below according to the buldng 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 NONE Elevation reference mark used N -568 Does the elevation reference mark used appear on the FIRM? 0 Yes 0 No o a) Top of bottom floor (induding basement or enclosure) 9.2 ft(m) To o b) Top of next higher floor N/A. ft(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m) o o d) Attached garage (top of slab) N/A. ft(m) w E' o e) Lowest elevation of machinery and/or equipment - d servicing the building (Describe in a Comments area) 7_1 it(m) 0 o f) Lowest adjacent (finished) grade (LAG) 6_6 ft(m) z N o g) Highest adjacent (finished) grade (HAG) 7_3 ft(m) 8 o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ROYAL POINT LAND SURVEYORS ADDRESS / CITY STATE ZIP CODE 6175 NW 15 , SU ,/ 03 MIAMI FL 33014 SIGNATU'' DATE TELEPHONE 5/5/04 T: 305-822- 6062 ** F: 305-827-9669 FEMA Form 81 -31, JUL 00 O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use Company NAIC Number SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flcodtng) 12025 C 0093 J 7/17/95 312/94 X N/A PROCESS# FOLIO# 11- 3206 -013 -3850 C.O.R. 7.2' BUILDING OWNER'S NAME TERESA OLIVA TR LATITUDE/LONG (OPTIONAL) ( ### - ##' - ##.##" or ##.##Il## TITLE PROFESSIONAL SURVEYOR AND MAPPER ADDRESS 6175 NW 1 SIGNATU FEMA Form 81 -31, JUL 0 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 301 GRAND CONCOURSE CITY STATE ZIP CODE MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25 BLOCK 28 OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" PB 10 PG 70 OF DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL HORIZONTAL DATUM: ❑NAD1927 ❑NAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES- 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: �I NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* e Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 1(Seled 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, ARIA, AR/AE, AR/A1 -A30, ARIAH, 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 NONE Elevation reference mark used N -568 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (indudng basement or endosure) 9.2 ft(m) 1 o b) Top of next higher floor N/A. ft(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft(m) o o d) Attached garage (top of slab) N/A_ft(m) o e) Lowest elevation of machinery and/or equipment u, servidng the building (Describe in a Comments area) 7_1 ft(m) o f) Lowest adjacent (finished) grade (LAG) 6_6 ft(m) z o g) Highest adjacent (finished) grade (HAG) 7_3 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WA o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) COMPANY NAME CITY MIAMI DATE 5!5/04 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information 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. CERTIFIERS NAME : PABLO J. ALFONSO LICENSE NUMBER :#5880 O.M.B. No. 3067 -0077 Expires December 31, 2005 Policy Number ROYAL POINT LAND SURVEYORS For Insurance CompEny Use: Company NAIC Number ZIP CODE 33014 STATE FL TELEPHONE T: 305-822-6062 '* F: 305-827-9669 1 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Owner's Address " S P-AN h C01• COu CZ a:- City 01 (4h'11 5140 06_ , S State Fl.. Tenant/Lessee Name city MOOT YYl (4 rn t state R Qualifier 02,t4WrzIN ___ su * 1 Ads` Type of Work: ❑Addition SAlteration ❑New Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, J -:IiT Shores, Florida 33138 Tel: (305 (305) 756.8972 NIA Electrical 2 Permit No. Master Permit No. 2_00 4 - 5q Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ° re..eri. Phone # 307 -- 2A-3 I Zip X3138 Phone # Job Address (where the work is being done) 1 C Q.-Oiuo C-0U Wt.) 2-S6— City Miami Shores Village County Miami -Dade Zip '33 1 V B Is Building Historically Designated YES NO Contractor's Company Name ()Q. Ot) t 1 IJC, Phone # (1307 6 ? - -0412. Contractor's Address 1 ( A() 1.._hJ (O c—r Zip ?'3I 6 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 35 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning _/ Bond $ Code Enforcement $ Structural Plan Review. $ .50 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 ET FRCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this 1 e° ta day of NA1(tm Qf42 -, , by 1D 3 .(z,F9 who is personally known to me or who has produced as identification and who ' 'd take an oath. NOTARY PUBLIC: Sign: Print: Expires: Mar 04, 2008 My Commission Expire:1 cdA-.ke n co., 7�,� . � n � m ant i c B W inc. 11 11 1 y ..1mmission i :. * * * * * * * * * * * * * * * * * * * * * * * ** * ** ******************************************* ****** * * * *** ** * * * * ** * **** ** ** * * *** * ** V O41- SkuG f Plans Examiner Engineer Zoning ��licea. BIDDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Tf.-t (c..) A 01,1 Phone # Os Y0 Z --� 121 Owner's Address • , • .4-ns ► _; r .:. City flrrPi ,r (St -k U State Tenant/Lessee Name Job Address (where the work is being done) d CniZAr'D ( r)Nr el( )246_ City Nflami Shores Village County Miami Dade Zip ZA11, Is Building Historically Designated YES NO Contractor's Company Name P N r i 5 c c-ratic. Cp2.p Phone # Z?1C — _ � l 0 Contractor's Address 12Fr" r 51 rata.. City Inn irvM \ State �L Qualifier -r ., .S 6 is( c F'ac-a?_c_Z Permit No. (2()()4 11 /4 Master Permit No.33P2004 — bqo Plumbing Mechanical Roofing Zip 3 1 Phone # Zip 7)3 t 7s Rr CEN ED MAY 0 k 904 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4 ?500. 00 Square Footage Of Work: Type of Work: ❑Addition ['Alteration ENew ❑ Repair/Replace ❑ Demolition Describe Work: K50 COIL ,C,_1: s t Lt (ntrl3 AN* S.....iiZc_i -tri,S o2 tJ riw ND()i °Ii c9n9 Submittal Fee $ 0 .) Permit Fee $ /6%'P f ''® CCF $ CO /CC Notary $ Training/Education Fee $ 1 a Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ S 3 3 7 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 Owner or Agent The foregoing instrument was acknowledged before me this Z/ day of Mali. , 20 O , by - Tfc - (L( A O L.1 V,RA who is personally known to me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this 24 day of AQ2t L , 20 04 by bbl cra F6saicz, who is personally known to me or who has produced as identification and who did take an oath. NOTARY r UBLIC: NOTARY PUBLIC: Sign: /mod .� \ u#q C � Sign Print: i_ 1 I is t' rte? `� ' Commission#DD296544 Print: k aLrc j % My Conunission Expires: iiie, My Commission Expires: " # Atlantic Bonding Co Inc. (Certificate of Competency Holder) Au cr e_.A Ft Y p/ Ark 11 s Alicea g�44 ;�,, ? ,. Bonded Atlantic Bonding Co., Inc. _ Commission #DD296544 State Certificate or Registration No. EA.- (D O t'4 3 I, Y Certificate of Competency No. Cr7 ( CO c1 ***************** * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** APPLICATION APPROVED BY Chc 12/15/03 * ** ** *** ** ** ** *** ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/9/2004 Applicant: TERESA Owner: JOB ADDRESS: 301 Contractor ATLANTIS ELECTRICAL CORP Local Phone: (305) 551 -4043 Parcel # 1132060133850 GRAND CONC Signed: (INSPECTOR) Electrical Permit Permit Number: EL2004 -114 OLIVA Contractor's Address: 12803 SW 20 TERR Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 25 Permit Status: APPROVED Permit Expiration: 10/31/2004 Construction Value: $800.00 Work: NEW OUTLETS, LIGHTS AND SWITCHES FOR NEW ADDITION Page 1 of 1 BLK 28 LOT SIZE SITE Fees: FEE2004 -5811 FEE2004 -5812 FEE2004 -5813 FEE2004 -5814 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees: $103.30 Total Receipts: iO.60 .53,3 o c -C- 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: Miami Shores Village 10050 NE 2nd Avenue Printed: 6/9/2004 Applicant: TERESA Owner: JOB ADDRESS: 301 GRAND CONC Parcel # 1132060133850 Signed: (INSPECTOR) Building Permit Phone: 305- 795 -2204 Permit Number: BP2004 -622 OLIVA Contractor ALL IN ONE PROPERTY SERVICES INC Contractor's Address: 14040 NW 6 CT Local Phone: 305 - 688 -9550 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 25 BLK 28 LOT SIZE SITE Fees: Description Amount FEE2004 -5815 Building Fee $250.00 FEE2004-5816 CCF $0.60 FEE2004 -5817 Technology Fee $6.25 FEE2004 -5818 Training and Education Fee $0.20 FEE2004 -5819 Scanning Fee $12.00 Total Fees: $269.05 Total Fees: $269.05 Total Receipts: c� _ , D S �ry Permit Status: APPROVED Permit Expiration: 11/6/2004 Construction Value: $900.00 Work: NEW ROOF FOR ADDITION 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: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 1 . (t . (U- r _z 014,tA Phone # 3o5-® Owner's Address 7,0k lG ea lCk'w )1(2. q City 1 04ert1' SvLoeft .5) State F 1.... Zip `Fa 313 Tr Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 rc 2,q t r 0 z , City Miami Shores Village County Miami -Dade Zip `?6 a 1 Is Building Historically Designated YES NO Contractor's Company Name ku. s Zr �ca2V. Phone # - 3O — G e y s'= e x,12_ Contractor's Address 1,44, e City Qualifier I ` 6 Od 1 1 2 , ! w o ( Z S . / ' Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit c 900 Square Footage Of Work: `24.X.c5ci r� Type of Work: ['Addition ['Alteration grew ❑ Repair/Replace ❑ Demolition Describe Work: tOr .A. Di d r Ins C ,, *** * * * * * * * * *** * * **** *** *** F ees ** *** * * * * * *** * * **** * * * * * * * * ** Submittal Fee $ Permit Fee $ 5 CCF $ C0/ 9C Technology Fee $ or 1 Code Enforcement $ Total Fee Now Due $ O S (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1■1.0 (ter State (-l.. Structural Plan Review. $ Permit ?o. e31 — (02Z Master Permit No. B P2►004 -510 Zip G LS REC!E VED AY 1 ()MK ` ®__o ..... Notary $ Training/Education Fee $ Scanning $ `� �" Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mbrtgage Lender's Address City e . 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 FLP.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 and l spection fee will be charged. bt-eM Signature NOTARY ' : LIC: APPLICATION APPROVED BY: Chc 12/15/03 Owner or Agent The foregoing instrument was acknowledged before me this 2c' day of AQ/2.1 1- , 20 04 , by Sf, OL V A. who is personally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this 2 day of Pelt , 2009 , by EMU-DO IS 9D12-ON , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI : Sign: Sign: �� .t - .. a. �o cea i� us f� �lf�h:c�-r/ffi Print: -' - , , ' : D296544 Print: I- L(j J A.t�i.1-,A My Commission Exp =°�• �? Expires• Mar 04 2008 y L�Y'I�1S Expires: i�• ; ;� Bo Th M Commission Expires: o`�� YP.If Alicea �` ptIanticBondijCo. Inc. ` :COinii i on' 1 �D 2 (Certificate of Competency Holder) '� oi;a s : 4 Ifl %% Atlantic Bonding co. Inc. 1!: State Certificate or Registration No. Certificate of Competency No. ************** 0c*************** * * * * * * * * * * * * * * * * * * ** * * ** * * * **** * * * * * * * * *** * * ** * * * * ** * ***** * * * * ** * * * * * * * ** * *** Plans Examiner Engineer Zoning Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1 4 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION NOA Cover Sheet NOA Specific System Description NOA Specific System Limitations ► NOA General Limitations ► Applicable Detail Drawings INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re-,, Repairs Only a 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building to determine the integrity of the roofing system. Page 1 Page 1 of 1 http: / /www.co.mia i- dade. fl. us / BLDG /ROOFING PERNIITING/INSTRUCTION PAGE... 3/26/2004 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): . t � I- . } i ,. 1 _b 1 p a. 11 1:R ara • r [ LB e t f Y j ii r ► ' fi 55/ } ■ I � 5 . ORIMill. 1 .... I .... --{� 1. ,, _ } ' Y' P_ b- :- j ' .. t. 7 .. .0............m . i § - t 7 T _..., ___ € •i� I ELI L i. f t pp d .�. a ._ _ _ __ y _ ._. }_ . . .._ s _ ; a 1. I. ' l rF . _ .... Y- ...._I -_., ._. ...�.. i 1 :.1.11i 1 H Li 1 5 '. i . t .� - 3 i . ... i $ ...-�_ _..._.- 1 -...s I -....E .� -. I .. .� t F �. -e_. ..�......: i i - t a -- Rommomomo I i.1Ii!i,Irt i C i, 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. r Contractor's Name: AU��►� -o�► ISC Low Slope r" Asphaltic Shingles E Prescriptive UR -RAS 150 Low slope roof area (ft. Section A (General Information) Process No. Roof Category Mechanically Fastened Tile r Metal Panel /Shingles Other: i Roof Type OK New Roof r Re- Roofing r Recovering r Repair Maintenance Are there Gas Vent Stacks located on the roof? r Yes No If yes, what type? E Natural r LPGX Roof System Information e0:Pr. Steep Sloped area (ft. I Section B (Roof Plan Page 2 Job Address: 301 ATZAgt> Cov1t©ulzSC Mortar/Adhesive Set Tile Vood Shingles/Shakes Total (ft. 1 200 eq. PC- Page 1 of 1 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING/PERMIT APP_SECTI... 3/26/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: NOA No: 01- O508. ©1 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax 2: — g1.3 Pmax3: 431.4 1.4 Maximum Design Pressure, From the Specific NOA System: 1 — (,O. O Deck type: j 5/8" Plywood * These decks require a fastener pull test by an approved test labratory Other Deck Type: N a Joist Spacing: Slope: FtWa. Anchor/Base Sheet & No. of Ply(s): 14 IN Anchor/Base Sheet Fastener/Bonding Material: Insulation B se Layer /Size & Thickness: Base Insulati nn Fastener/Bonding Material: Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Top Insulation Fastener/Bonding Material: s NIt- Insulation Top Layer /Size & Thickness: Wood Nailer: N Base Sheets) & No. of Ply(s): - 15 tbs. i ?LI Base Sheet Fastener/Bonding Material: -rya w rI+i -ta4& SI�Nk. NAi L s Ply Sheet(s) & No. of ly(s): 1 t 21 *Web Ply Sheet Fastener/Bonding Material: voT woPitt ksP1s►I— ° face26ga. f Page 3 Drip Edge Size & Gauge: Drip Edge Material Type: 1 Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: Top Ply: VAR st -4EE-r Top Ply Fastening/Bonding Material: •Pwim - vtrs Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener T,• e: 1 1 /" R.S. Nails Altemate Fasteners: 1. Field: 2. Perimeter. 3. Comers: NUMBER OF FASTENERS PER INSULATIO BOARD Field: Perimeter: ►SIit Comer. ti Pr Page 1 of 1 "o/c " o/c @ laps & rows @ " o/c " o/c @ laps & [-1 rows @ " o/c http:// www .co.miarni- dade.fl.usBLDG/ROOFING PERMITING /SECTION C_4.HTML 3/26/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a PerapetWall Height c Ft Mean Roof Height q Ft Page 1 of 1 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION C 4 2.HTML 3/26/2004 t High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: t Roof Mean Height' Ridge Ventilation: Method of Tile Attachment: N/A Alternate Tile Attachment Method: Perimeter Width: "/12" Clip Spacing for Metal Roof Panels Field: Perimeters: Section D (Steep Sloped Roof System) Comers: Sloped System Description Page 4 Deck Type: Alternate Deck Type: 5/8" Plywood Fasteners: ........................... Cap Sheet Type/Adhesive Type: Roof Covering: Roof Covering Attachment Method: Drip Edge Size & Gauge: Drip Edge Material •Type: Drip Edge Fastener Type: 2" face 26 ga. Galvinized Metal J Hook Ship /Cleat ga. or weight: 1 N/A Page 1 of 1 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION D_3.HTML 3/26/2004 Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: P 2: P 3:, Maximum Design Wind Pressures, (From the PCA Specific system): t High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: t Roof Mean Height' Ridge Ventilation: Method of Tile Attachment: N/A Alternate Tile Attachment Method: Perimeter Width: "/12" Clip Spacing for Metal Roof Panels Field: Perimeters: Section D (Steep Sloped Roof System) Comers: Sloped System Description Page 4 Deck Type: Alternate Deck Type: 5/8" Plywood Fasteners: ........................... Cap Sheet Type/Adhesive Type: Roof Covering: Roof Covering Attachment Method: Drip Edge Size & Gauge: Drip Edge Material •Type: Drip Edge Fastener Type: 2" face 26 ga. Galvinized Metal J Hook Ship /Cleat ga. or weight: 1 N/A Page 1 of 1 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION D_3.HTML 3/26/2004 Mean Roof Height in Feet 15 ' 20 ' 25 ' 30 ' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 t High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1: x A -Mg: =Mr1 : NOA Mf: P 2: x A r - Mg: = Mr1 • NOA Mf: P 3: ; x A ; - Mg: r = Mrl : NOA Mf: r ----- Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page 1 of 1 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION E 3.HTM 3/26/2004 Description Symbol Whereto Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 -98 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. (P1: x (P2: x � Method 3 "Uplift Based Tile Calculations Per RAS 127" r x w :)- W:x cos 8 : = FH NOA F' xw; W :x cos 8: = NOA F' (P3: x1 : _ xw: ) -W: x cos 8 : = Fr3 NOA F' Page 5a Where to Obtain Information All calculations must be submitted to the Building Official at the time of permit application. Page 1 of 1 http.// www. co.miarni- dade.fl.us/BLDG/ROOFING PERMITING /SECTION E 3 2.HTML 3/26/2004 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. v K 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 4. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. It 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. i� 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Ca m ptL OC A LS - A Tsm p 1SE CTI O\ ISH .due /2a / e4 Date ntracto C s Signature p D 7 4 6 / ( ' , , Sep 26 01 02:37p I KnICI) T Tamko Roofing Products. Inc. 220 West Fourth Street Joplin MO 64804 ACCEPTANCE. NO.: 61- 05014.01 EXPIRES: 03f23l2004 APPROVED: 014/23/200 t 1. • E • F ACCEPTANCE ouur, a vv +.. �." .41.. MiAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLI:R BUILDING UUVJLDU G CODE COMPLIANCE e)tt'c6 Mtr1RC1 -nAln6 1-Lnca.1:14 111112,DIN( 140 WEST FUlr:t GR STREET. SUITE t603 MIAMI, l't.01Ut)A 33130 563 (305) 375.2 FAX (3051 29U l:ONTRA .'r()K t,UCIZ4SIN(: \tit: noN (305) 175 -2527 FAX (3'1S) 371. $51 c c)N on rioll)KCEarrivr nwtstOI (305) 373-.:960, FAX (30$) 375 - I Itl)DIK'r CONTROI. DtS!4SMG.V (10$)17$- .'902 FAX UOSi )726339 Your application for Notice of Acceptance (NOA) of: Tamko BUR Roof System over Wood Deck / under Chapter 8 of the Codc of Minmi -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 jobsitc 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 Codc. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division IS 'Tit 1 VF _SHE .. SEE ADDITIONAL PAGES FOR SPEC FIC AND .l:.NERA CONDITIONS BUILDING CODE & t'ROf1J V 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 x t forth above. R � Francisco 1. Quintana_ R.A. 1)irttxor Miami•i)acic Ci in(y Building Code Compliance Office %MOOonpt2000Ckempinealnotite aocepame grow predoi Internet 'nail address: posUnasier as buildiogeodcontirx.coA' I Hoa*ep c; Attp: //www.buitdingc0I)eontiae.corn • Sap 26 01 02:37p t nr u '1'AMKO ROOFING PRODUCTS, INC. ROOFING ASSEMBLY APPROVAL Canyeorv: Roofing Approval Date: Amens( 23.21101 ,Sub- Cterorv; I3ui11 -up Roofing Deck Type; Maximum lhxiln Pressure Fire ChLteificatkirr TRADE- NAMES OP PRODUCTS MANUFACTURED OR LABELED DV APPLICANT: Prnduc i waplan 170 FR Awapinn 170 Roll weight: 98 Ihs.; 33' 11'x 39 3 / Awaptan Heat Roll weight: 96 lbs.; Wcldinght 25' S" x 39 3 /." Awaptan Premium l:Rrir Dimensions Roll weight: 98 lbs.; 33' 11" x 39'/a" Roll weight: 101 lbs.; 33 x 39 3 / Awapkut PreatiuntT"' Roll weight: 101 lbs.; 33' t 1" x 39'4' Awaftex Roll weight: 76 tats; 33' x 39 -3 /S" Awafkx FR Wood -60 psf See General Limitation 01 Roll weight: 76 lbs; 33' x 39 -315" Test S,1„tccifrcatien ASTM D 6164 .t YPc 1 AST NI D 6164 Type 1 ASTM D 6164 Type 11 ASTM D 6164 Type II AS1 M U 6164 ryps 11 ASTM D 5147 ASTM D 5147 Paget 40A►1V 1 w 41.0.0 . w. Acceptance No:01. 0503.01 aspiration Date: Awned 2312006 Product Description A ISO On: polyester reinforced SBS modified bitumcn membrane surfaced with rgtamdes and treated for additional lire resistance. Applied in hot asphalt or cold adhesive. A ISO 5/nt' polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g /ni polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also use as a walkway material. A 250 g/m= polyester reinforced modified bitumcn membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 ,glt' polyester reinforced S13S modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adh swc, and also used as a walkway material. St3S modified cap shed constructed with a 135cm/nt non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for 1jV protection. Sf3S FR ntodifrcd cap sheet constructed with t 1551.tm /nr nun- woven polyester mat saturated with asphalt. coated on both sides with $US rubber modified asphalt. FR trtattxf. and surfaced with ceramic granule for UV protection, Frank Zuloagga, RRC Roofing Product Control Examiner Sep 26 01 02146p TAMKO ROOFING PRODUCTS, INC. Deck Type 1: Deck Description: AO General arid !lase Shod: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: TRMKU Wood. Non - insulated "in" or greater plywood nr wood plank decks System Type E: Base Sheet mechanically atiaelwtl. See Base Skeet Fastening Options abort Page 17 Acceptance Na:01- 0503.01 System Limitations a1ply. One ply of Tantko Glass i)asv. Vapor -Chan or Base -N -Ply fas to the deck its described below: (Option III) Attach base sheet using 11 pit. annul,%r ring shank nails and 1 -Sir divine:.r tin caps spacial 9" o.c. in a 4" bp and 9" n.c. in two staggcnxl rotes in tlx: center of the sheet. (Mere S2Srvf, See General Limitation 17.) (Option 112) Attach base sheet wing CF Dekfast or 1114 Dckfast fasteners with CF Ilex Plates, SFS #12 or lit) lnsulf S, nr Buildes Acctarc Fasteners and 3" Squ,sre Plates spaced 12 o.'.. iu a 4" lap and 12" o.c. in two sta crcd rows hn the centct of the sheet. (Meets —60.0 psf, Sec Gceerul Limitation 117.) Two or more plies of Tam -Glass Prt:miuntds; or Tarn Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT rsngc and at a rate of 20- 40 lbsfsq. (Optional) One ply of Tam• Capes adhered in a full mopping of approved asphalt applied within the VT range and at a rate of 20-40 lhs.hq.. (Sec Taml o application instructions for approved method of installation). (Required if no cap sheet is ttscd) Install one of the following: 1. 1 -I gallons fibcred aluuninum coattne per square (Tropical Asphalt Products Alumaeritc 120, Tant -Pre I'R Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface man application rate of 20-25 lbslsq.. Coatings shall be applied according to the ntanufitcturnrs recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lhsfsq.: plus _gravel or staff; with an application rate of 4013 or 3001bslsq. rimpc* tit•c-ty. Frank Zuloaga. RRC Roofing Product Conuoi Examiner ;ep 26 01 02:46p TRMKO Page la O DU.V i V V ,.Y TAMKO ROOFING PRODUCTS, INC. Acceptance No:01 0503.01 WOOD DECK SYSTEM LIMITATIONS:.. 1 A slip shed is required with Ply 4 acrd Ply 6 wvitcn used as a mechanically ftatan,,xl base or anchor sheet. GE'NERAI, LIMITATIONS: 1. Fire classification is not part or this accepts +xx, refer to a current Approved Roofing Materials Directory for fine ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of apiwoved asphalt applied within the 1 VT range and at a rate of 20 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes art acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' tnaximtim. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sleet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with app•oved asphalt. 12" diameter circles, 24" o.c.; or strip mopped r ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6* break slot/ be placed every 12' in each ribbon to show cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -a5 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf.. as tested in compliance with Testing Application Swixlard TAS 105. If the fastener value. as field - tested. are below 2751bf, insulation au eba:cnt shall not be acceptable. 6. Fastener spacing tot mechanical attachment ofanchor/base sheet or membrane attachment is based on a minimum fastener resistance value in cOnj+mctio+t wish the maximum design value listed within a specific system. Should the fastener resistance be less than that required. as deterrnitncd by the Building Official. a revised fastener spacing„ pr.:timed. signed and scaled by a Flcxida Registered Engineer. Architect, or Registered RoofConsubant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken front Testing Application Standards TAS 105 and calculations in compliance with Rooting Application Standard RAS 117. 7. Perimeter and corner areas shall comply will: the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance With Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, Central Limitation U9 will not be applicable.) 13, All attaclxncnt and sizing of nailcrs. metal prof le. arid/or flashing termination designs shall conform with Roofing Application Standard RAS II) and applicable wind load requirements. 9 The nmaximum designed pressun: limitation listed shall be applicable to all ronf pressure on (i.e. field, perimeters, and corms). Neither rational analysis. nor extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation it7 wilt nut he applicable.) Drank Z.tdoaga, RRC Roofing Pmduct Control Examiner %u; 15 01 101061 TRMKO ROOF GOVERM MATERIALS 4TE1m Roofing Syslctri (TGFU) -Cw tinwcd Sedarin Gavel in a flood coat or hot roofing asphalt at 6016 /eq- peck: GI5 /32 t.dilie 3 bode/low M. nib east fiber oc petblt. nailed or sprinkle mopped. lame Shea IC/ptionalk. Type Q Mee sheet "13 Re. Bate Short'. Vas:4W or "Vent-Ply" or lope GI n.Q sheet. " ss Peannte a` « 'lam -Ply IV". hol mapped re i'*t sly Sheer 3 (ayes Type CI *Tam-Glom Pfcmium' or 'Tim -19y (V'. hot ac Grav i In a floos cwt of hot moans asphalt ae 60 Ibisq. : d Ord NC Imenne 14/2 Base Shed Type l;2 `Gloo Bast .'Too.0..a Ponoium" or 'Teen -Ph 11' . ho sapped. • ylySbnets: Toro or mono layers ryyv C1 "Taal -Gbas Premium" or ' ism 193' fr. font mopped • Scefscimp Type G3 "Tarn -Cap`. ha mopped. T. Pah: NC burin= 2 lasadalion (Optioiatk 14/16.3 -116 in mu. In glass Sbor pallet sf woodtises iacyatxaatc sprfnkk mopped. Sass Sheet tOpei.oalt One o: more Type G2 'rate- Pty - Vapcc. Clyti : Type 47 "Tam -Gkas Premium; "Tam -Pty 1Y" oc - Glass-liasc. P S�hee� One layer " a�iota VervaS,, ..oth" swine ptsnfifi.v biWmea+1 hot a+,.i.wJ or hex fused. Surfeci.t Type e3 "TantCap', fat mopped. 1. Deck: C -13/32 Incrust 114 Paso Sbctt 7 ppee 13 'eat Bun Sheer. Type CL Tau .-Qass Premise.'. "Tam-Ply IV" Qass•aasee. ns+7cd Ply Sheets: Two or some Layers Type GI - Tani-Glass Premivan" "Tam -Ply 1V'. hot mopped • Suefad rt 1jpc C3 "h=sas.C.ip". hot mapped. 9. Deck: C-15/32 belie= 1 1 Ease Sheet One or more layers TypeCrOto Base, Nn a.Base" oc °VapmrOham . hot mopped or tntd+sni elly bsioted in place. Ply Sheet One or tae tayem Type GI 1z -Ply TV` oc "bmAss Pne:aatnn , lot stopped in place. Cap Sheet Type 03'1'arreCep . hot mopped in place. • 10. Dede C -13/32 bells= 2 lase Sheet One or more tyres Type 1543E Base Shea hot m+oppad or i+echaacaply teamed in Ply Sheet: Two or more plies Type GI "Ian -Ply lY et •i'am.Gbsss Premium', hot mopped in place. Cap Shea Type CI'Tiam.Cap . ha mopped in plow. 11. Dabs C45132 Wiest 2 insulation {Optional): Pahl, 3/4 is thank min. a potyisocgarpaate. 2 Ease Sheet One or more layers G2 -Bose :'Vrssa ease ae 'VaporChaes . lot mopped or s x ►am ki. banned in place. Mr brace: Onc layer Awapla Vasa- Sm..di (mOdified bitunra, hot nwppe0 or hear welded. aap It Oak NC CJ'TamrC+y+'. hot 3 plate Um Sheet: One Or NOW pl'a'Taaw -P!y 1V"; hot mopped or mean.- =any fastened. Ply Sheets: O. a or mom plies - Tiro -My IV% hat mopped of remitatth any fastened. Surfarinv Gravel. aw hod atone or noshed slag, in a flood cow of loot roofing as Class E Deck: C -15/32 tadime 1 Base Sheet One a more pries Type G2 - Oars-base, Tope 15 '43e Base tb of Sttcet'. or TypeQ "VsporCham - . hoc napped a medtaniaoy faun rd C ap SSttcd Type G3 - Cam -Cap . lot slopped in race. 2. Dock C -15132 facial= 3 Ease Sheet: One or tarot phase Ty pe G2 -Q ass- Baac'. Type 13 "131 E tie Suer, 'IL-ma-Oise" or Type Q - YaporClsan ". hot mopped on It 1y medhenicoOy ho ntcd in place: Pty Sheet One or mote pp�ies Type GI "Tam-Ply fat°. '1aeri1.2ass Premium" or "Blest . bat cropped sG plate. Cap Sheet Type (3 `Tenter, he sopped in place. f et 3. Deck C45/32 /*diva 1/2 Sane Sheet One or mole phew Type G2 'Qass- Ease'. Type 15 *Cat Ease u 4 sheer, "lbaa-E.s►' m< Type 101 - 14poo hM', Mot mopped or metianindly laslened in place. 01UO,Loos 2001 ROOFING MATERIALS & SYSTEI IS DIRECTORY 1. S. LOOK fOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS S liFm r• 111 Roofing Sysicros (TGEO)- Contnrwcet Cap Sheet Type Q "Tam.C'ap . hot mopped in place Claw c Deck C -15132 ladiste l/2 2u.latioa: 1 - 115/16 +n ease filer porter or warod fiber aided or Ply�Sheet Three layers Type GI "Tam.Glau Tomlin" or °Tam 2'81 Sarfadii Gbara coal hot roo6wg asphalt 2. Dedc 045/32 Indium l /Y Save Sheet Type G2 Gbasv-Raw ". - TrurrOiss Prrmivor. 'Urn Ply M or "13 )b. lltse . sailsd or spot Rapped. Ply Sheet Thar layers Type GI - Torn-Glass Pcomicsua or . 7412%-Ply IV hot mopped. Soder:Mg: Clue coat hot roofing asphalt. 3 Dale: (-15/ Iodine: Unfira+led Rase Sheet One or more plies Type Q "Glass - Oast'. '43a Ease Sheet'. 'Versa-Rave" or `V,eporCivm'. Tat mopped or etc * C1l y fasienoa. 27yr Sheen: One or more piles Type 49 'Tarn-Piv iV" or "Awapla. See ootk' (muddied bitumen). hot enopped OF feat imed. Cap Sheet Type G3 "TattCap hot mopped in plan. COMEINATiON MOT *NO COW SYSTEMS ,,.(Adm. otherwise indicated. these constructions away utilize any thickness d perl e. 5 polyurethane. i1ocy+ratraee. cambira isocvanUra'/ valise or polyurethane/ palm oasulatiact cropped or cubed. *rood insulation e ao a suitable substitute on c33ilra�� drdc. o t4 Class A 1. t3eab to hoe 14/2 2. DcciG NC Ply Sheets: Three or most lavers Type GI "Taat•L] ass Pressman" or ' T*i rPly IV% hot nwppe t Selfaci*g: Grundy "Fibeved Asphdt bantam Roof C1aa:ircg, 039' at 3 3. neck C-15132 Udine 1 rasrlatlow I is min Sloes isba. palls% wood fines parenedes^ . hotyesorale or comb nation iiswyatwratctpelkte. nailed or sprinkle Rase Sheet tOptionaik Type 'Qasr•Saee" ar lypc 03 'Isla -rly N ee "Tam•Giwaa Position", sward or hot mopped. Ply Shreve Three layas Type GI Inet-Class footman" a - Tam-Ply W. hot snapped. Solacing: Pure Asphalt `Hutted Asphalt Emulsion Roof Coating" ae 3 El/set 4. Deck 045/32 Iodine 1 -1/2 htsolatiom (Optimal): Gan ftbet Feriae 2 m. max. Gate Sheet Type C2 "Cass- pax ". 431 Brae Sheer m 'Vapor Own nailed, sprinkle or hot sapped. fly Sheet*; Three Ieyera Type Gt 'Tian-Clara PI1w ium" or 'Tun-P'ly �Mag: Ptiw Asphalt "Fbeved Asphalt Fnukian Roo(Ccatia4' at 3 Sallsq. Deck C: -15/32 loaroe. 3 insulaG.a: Gras fibre, wood Seer ce poise/ is vas. Bane Sheet Type 15 "43 lb S.ase Shcvl' « 'Ctat6 East' nailed at ha Ply Sheet Three foyers Type GI "TamQass Premium" or "Tam -Ply r e% hot mopped. Seufacin Purr Asphalt - mediae Asp's Emvls'on Roof Coating" ar 3 Laeiiae: l /2 6. Deets NC Mavlativn *OptianaaW 1*od taw co periete. any tickncsc werbmi- ca11y horned. Rave shcat One a more pl e.+r "Glass - Base "Bap.- 4 -P}y - a lb or 'Tap n-Ply IV', naechanirally asaeow+ or hat opped in place. i'ly Sheet One or moon pees Tppe Q 'Taor"y t ' a 'Tam -Glass 3'tendsor ". )sit sopped in place will: optional asphalt glue cwt Swrfaeial; "Tim -Pte FR Aioerirmm Roof Coating". applied at 1-1 /2 bJ /sq. Chats I i. Deck: C-15/32 Iodise 3 Rase Sheet One or more pies Type 15 "43r ease Sheer. last cropped or .cedarotally fawned W phee. My Sheet Two a more pbes Type •G2 - Tam.t'8y W or - Tam -Class tl.miv+a ", hot mopped Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/9/2004 Applicant: TERESSA Owner: JOB ADDRESS: 301 GRAND CONC Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060133850 Building Permit Permit Number: BP2004 -706 OLIVA Contractor's Address: 14040 NW 6 CT Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 25 Fees: FEE2004 -5820 FEE2004 -5821 FEE2004 -5822 FEE2004 -5823 FEE2004 -5824 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $6.00 $109.30 Total Fees $1 . q Total Receipts: $0.00 713 0 Permit Status: APPROVED Permit Expiration: 11/20/2004 Construction Value: $600.00 Work: INSTALLING STORM SHUTTERS Page 1 of 1 BLK 28 LOT SIZE SITE 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 I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: [ ECEW u'ED MAY 2 1, 2084 czn BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Total Fee Now Due $ 5 ?3-o (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 65P1)`(- 70 Master Permit No. ( P 260t4- Sal Electrical Plumbing Mechanical Roofing trzi Owner's Name (Fee Simple Titleholder) ( 2 1A 0 Li v A. Phone # Owner's Address l ( At..1D (ANC ' re— City ttN, t 5 l- iate(c -:-., State FL Zip a3 1? Y Tenant/Lessee Name Phone # Job Address (where the work is being done) ?gyp 1 GAA+JD C o'er CotitZ.S Pi City Miami Shores Village County Miami -Dade Zip cam. 31 3r Is Building Historically Designated YES NO Contractor's Company Name OQ®L1t j9.1( Phone # — I �-- Contractor's Address IL\C14.0 ►' (n c CityW sC1t -1 m j Dorn. i State Zip ?� I (off Qualifier 02-1-003 r), Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permitkj (7_ nc-) Square Footage Of Work: 1 5 < -T Type of Work: ❑Addition ❑Alteration ONew ❑ Repair/Replace ❑ Demolition Describe Work: 7.17 r STP Lt t1Ti ra J * *** * * * * * * * *** * * * * * * * * * ** *** F ees * ***** **** * *** * *** * * * * * * * * * * ** Submittal Fee $ �V' �( Permit Fee $ /1 CCF $ CO /CC Notary $ ing/Education Fee $ oc �� Technology Fee $ 9 Scanning $ 6— Training/Education $ Zoning Bond $ Code Enforcement $ ` Structural Plan Review. $ �� 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 FT RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2'{ The foregoing instrument was acknowledged before me this2"( day of i n t i , 20 0 by 111.2 T V A O ' vi2 , d a y of r^■ 4' 1 , 20 04, by C -A s o - z_ C.1.ft,.b 1'A- who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY Sign: p Print: My Commission Expires: OVI� Signature NOTARY PUBLIC: Sign: `.. ' #_ iotY��e Arlenis Aileen Print: Commission #DD296544 Expires `�P My Expires: Mar 04, 2008 y Commission * **see*********** **********$l+ro iA* U$IIR6'�'' "� „*.g.********************************* State Certificate or Registration No. Certificate of Competency No. **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 12/15/03 as identification and who did take an oath Commission #DD296544 Expires: Mar 04, 2008 (Certificate of Competency Holder) n,,,, mantic Bonding coo= ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - 4 2004 Plans Examiner Engineer Zoning -r. MIAMI'DADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER.BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FI.AGLI:R BUILDING 140 WEST FI.AGI.1 R STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2905 J.ILP Inc. 8009 N.W. 54 Street Miami ,FL 33166 l CONTRACTOR ENFORCE\ Nr DIVISION MAY 2004 1 CONTRACTOR I.ICENSIN(: SECTION (305) 375 -2527 FAX (305) 375 -2558 (305) 375 -2966 FAX (305) 375 -290s PRODUCT CoN - rROl. DIVISION (305) 375 -290 FAX (305) 372 -6339 Your application for Notice of Acceptance 20 ga. (0.035" w/o galvanic coating) Galvanize - cc - -aW:1s Shutter V under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0228.11 EXPIRES: 05/28/2006 # Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 05/03/2001 \ 1504500011pc20001 \templateslnoace acceptance cover page.dot Internet mail address: postmaster @buiidingcodconline.com fsancisco J. Quintana. R.A. -.. Miami -Dade County Building Code Compliance Office Homcpage: http : / /www.huildingcodconlinc.com JJLP. Inc. ACCEPTANCE No.: 01- 0228.11 APPROVED 05/03/2001 EXPIRES 05/28/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This rencws the Notice of Acceptance No. 98- 0128.06, which was issued on May 28, 1998. It approves 0.035" Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.035" Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 97 -479, titled " 20 ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., signed and scaled by V. J. Knezevich, P.E., dated January 12, 1998, last revision #2 dated April 20, 1998, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills. must be protected against corrosion, contamination and damage at all timcs. 4. INSTALLATION This 0.035" Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo. city, statc and the 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 Noticc 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 othcr documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I Ielmy A. akar, P.E. - Product Control Examiner Product Control Division JJLP, Inc. ACCEPTANCE No.: 01- 0228.11 APPROVED 05/03/2001 EXPIRES 05/28/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, arc no older than eight (8) ycars. 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 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 purposcs. 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 Noticc of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs 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 Noticc of Acccptancc consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 4. I Iclmy . akar, P.E. - Product Control Examiner Product Control Division 3 2 4 0. 4 N I O 1. 2 4 u u 0 M Y N 4 t z 0 0 N 0 O 0 u .770 FASTENER • 1r 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSP i • r 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCIEOUIE FOR ANY ACCEPTABLE ANCMOR) STORM PANEL scut. r • r-r u .sor l t320 4,.S00 1J20 PLAN WDTH UNLMTEO .08S IPERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION e N.T.S. t..50r • PLAN VIEW ii TOP MOUNT TOO OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE El BOTTOM MOUNT 0000R DIRECT MOUNT EXISTRIB STRUCTURE MAX. OVERLAP FASTENERS TV?. (SEE NOTE • Al ALUM. ANGLE CLOSURE PECG r x r x .12S MIN. TO r • S • .12S MAX 6110' AT HOLE FOR r MEOGE P i ITYPI / .770 OVERLAPS 11320 1 6 BOTTOM TRACK 6 Vsli SCALE. r . T-• (ZAMAC 3 ALLOY) 9 WASHERED WINGNUT SCALE • HALF IIZL w p.270 ' 1.2SS © •P TRACK suns HALF sac PLAN VIEW 070 —R .220 - win . 0 . 1 rj O `IV HEADER scALED r • r - 0 w r SECTION A SCALE: 1 -1/2 • 1 0 e CO SCALE 'U' HEADER ANGLE O STUDDED ANGLE 114.44.4. S • r.0- SCALE. r • 04 SCALE. r • 0-0' .450' T WEDGE PIN O O SCALE. r • T_0 v4 THREAOCO MOLE -125 Jar 2.)04 070 R .2S0 1 O O M . o L 1 /2' not oVERLAP4 1 ALUM. ANGLE CLOSURE PIECE. rxrx .125' MN. TO r : s- x .TZS MAX. 1-1/2 - MIN. .12S' (TYP1 1 S.00 1 EKISTNO STRUCTURE .11S' ITYPI «1 2.00' I Ma= 1. THS STORM PANEL SYSTEM IS DESIGNED N ACCORDANCE WITH THE SOUTH FLORIDA BULGING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED 04 ACCORDANCE WITH ASCE 7 -00 - MINMUM DESIGN LOADS FOR SUILDINGS ANO OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (1 ..0)S'1 CONFORMING TO ASTM A6S3. STRUCTURAL QUAUTY GRADE 40. GALVANIZED COATING 60. AU. ALUMINUM EXTRUSIONS SHALL OE 6063 -T6. U.014. 4. PRODUCT MARKINGS SHALL BE WITMN 1r OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL OR ONE MARKING ON HEADER OR SILL AN0 SHALL BE LABELED AS FOLLOWS. .1.1LP, EEC IRAME. I% DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS ARO WASHERS SHALL OE GALVANIZED OR STAINLESS STEEL WITH A 10N0la1 Fy • 3) KSL 0. ALL PANELS SMALL BE FASTENED AT OVERLAPS AT MVSPAN W/ 1/4 -20 x r BOLTS WITH DIE CAST ALUMINUM WASHERED WINONUTS ( SEE TYPICAL ELEVATION I. FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS ARE NOT REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED EI PRODUCT TESTING. 0. THE DETAILS AND SPECWICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AR PRESSURE TESTED 114 CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 202. AND 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION TEST (CTC) REPORT Ne.95 -013 i Ne. 06 -001. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE NOME OWNER OR TENANT THAT THE STORM PANELS WLL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 11. THIS DRAWL O IS NOT VALID WITHOUT JJLP NC. RAISED CORPORATE SEALUM. PRODUCT RENEW ACCEPTANCE No, �ZZ - _V-- E. N I. 'TO; DATE BY VIL • 1 ' CONTROL DIVISION BUIIDDIO CODE COMPLIANCE OFFICE FASTENER • 12' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF L • 9 0.C. FOR DESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) APPROVED AS COMPLYING WITH THE SOUTH FICSiDA SUILDING CODE y !lilt. • 3 BY _ PRIM PRODUCT COLOR DiVIS;ON SUIIDW'l CODE COMPLIANCE OFFICE ACCEPT:4 CE 140. cja -DIZZ. a 2 0 NA W W H O 0 0 N I PE c 2 0 40• w • 0 z C r� 1 ' Y j' ACM IPROFCS 114015ER n0.) No 0983 M••* 1 •/ J99 SIMMS AS NOTt[1 �12j r •. ICn sy aw�w ` viw J v ws c I !rowing n•. 97-479 SEE MN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR SEE PIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR ®CONT. (ANGLE LEO MAY Be REVERSED) ANGLE TO WALL DETAIL O WALL MOUNT SECTION A SCALE: 3" • T'-0" • FASTENER. 822 ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1 EXISTING STRUCTURE • FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TITS 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 3 EDGE DST. • •ta.r E0. .a • • mac 01ST. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONECTION TYPE 3 EXISTING STRUCTURE EXISTING STRUCTURE • O CEILING/INSIDE MOUNT SECTION D SCALE: 3" • r -o" V4 -20 MACHINE SOLT W/ 'PM' NUT T. WINGNUT p 6" 0.C. PANEL TO ANGLE DETAIL VL" MAX. v/. MAX. EXISTING W000 FRANRNC GLASS OR 0008 a Y 0 0 r SEE MN. SEPARATION FROM CLASS SCHEDULE EXISTING W000: CONCRETE OR HOLLOW BLOCK STRUCTURE w a SEE MIN. = p SEPARATION FROM GLASS SCHEDULE z ` NO am W I GLASS < 6. OR 000R I a. < IN I//. -20 NACNNE BOLT WI N• 'P NUT & WRIGMUT 0' 0.C. N M' r 1 -11 1 c I i4 EXISTING W000 FRAMING yr ANGLE TO WALL DETAIL r FASTENER. SEE Al SCMEIXR E. RLFE1tl CMNNECTIOMYPE! J `FASTENER. SEE N SCHEDULE. RLFEN CONNLCTIONGYPE O WALL MOUNT SI B SCALE: 3" • T -0" DIRE MOUNT. V;'. RAWL CAL SEE ANCHOR SCI CONNECTION TYPI PIMPS PAN WA W000 SUSSING 1 PHILIPS PANT NEA SCHEDULE FOR SI CONNECTION TYPE FASTENER. SEE *NO SCHEDULE. REPERENI CONNECTION TYPE 1 •••• EXISTING W000. CONCRETE OR HOLLOW BLOCK STRUCTU O WALL MOUNT SECTOOD E SCALE: 3" • 1' -0" z TO ANGLE DETAIL ON 1/4• MAX. 1/4 -20 MACHINE BOLT W/ - PM' NUT & MNGNUT • 6' O.C. 6' OR 12- :EFERENCE 1/4 -20 . r $ OR 7116 - • 0.0. M/ 1/4 -20 • r SEE ANCHOR SPACING. REF. OR BOTTOM). GLASS OR DOOR EXISTING STRUCTURE FASTENER. SEE ANCHOR SCMEOULE.REVERENCE CONNECTION TYPE 4 11420 MACHINE COLT & ITYP. TOP & BOTTOMI/ NUT • 12' 0.C. OR 014 .314 TEK SCAM * IV 0.C. ITYP. TOP L BOTTOM I FROM GLASS SCNEOULE ©CONT. (TYP. TOP & 00TTON)� H -1v2- QCONT. ITYP. TOP & BOTTOM) EXISTING M000. CONCRETE OR NOOILOW BLOCK STRUCTURE + SLOE CLOSURE REG'0. ISE( PLAN VEW) © BUILD -OUT MOUNT SECTION SCALE: 3 . P-0' N IMP 1/•• MAX 1/4 -20 MAC•?E 001. M/ PM NUT L WNONUT p .' 0.C. (TYP. TOP & BOTTOM) PRODUCT RENEWED ACCEPTANCENo.01 - 022$ • 11 E.`D'iRA DATE 65/2.15 / 2 PO L Dv PRO DU¢�LONIROL DIVISION BUILDING CODE COMPLIANCE OFFICE APFRCVED AS COMPLYING WITH TS SOUTH FLORIDA BUILDING CODE DAT , i • 19 BY r� , . i • .t / PRODUCT COT: ' JL DIVIS:DN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO S -6 Z. • a(O • 2 0: 0 W 02 a • C O • • 2 1- r V�. PICFE C 6 tu C J e 2 B • • w • Y Y r CH •GIIEt• FL. c• -se No P 01. 101 W H < V O N N 4 I N W Z P_ 4- I 01 aI 0 a J 0 APR 0 199 .1,17,,.) •$•N4)TCO ar• «n eNC ••1• [ design by / l rA( N th 01t VJK Graving no. 97-479 sheer 7 of 4 1 SEE MIN. SEPARATION PROM GLASS SCHEDULE OR DOOR GLASS OR DOOR SEE MIN. SEPARAON PROM GLASS SCHEDULE 0 ASSEM3LY Comm !ANGLE LEG My BE REVERSED! EXISTING STRUCTURE SEE !et 1 GLASS SS SCINED(ILE CAS ems TING STRUCTURE b=IEr THIS DETAIL MAY OE USED AT TOP OR BOTTOM OP PANELS, O WALL MOUNT SECTION (TOP) SCALE : 3- . 1•_p- PASTENER•SCE ANCHOR O CONNECTION TT 4 cc n co i N V4 -20 MACHINE BOLT w/ 'PM- NUT i WNNONUT p 4- o.C. FASTENER, SEE ANCHOR CONNECTION EE 2E E O FLOOR MOUNT SECTION SCALE: 3- r -p- VL -20 MApINE BOLT NL MNONUT • •' 0.C. MAX. y COSTING STRUCrimE NEEL THIS DETAIL NAT DC USED AT TOP DR IQTTDI W PANELS, 0 WALL MOUNT SECTION (BOTTOM) SCALE 13• . I•-.0" 04 20 98 11:38 0 0 z Z Y 4 0 . 4 X z J 0 0 2 V 4 s I 0 b I/t•IH RAVL CALK - IN 1 6• en !2' D 1/4-D0 x 1• PIOLDDS PAN HEAD DOLTS OR Mrs an NO p Imam 16 0c. V/ 1/4-23 x P P&p p PAN READ DOLTS, SPACING. RETE(ucE CDtF M. Y L TYPE 1 L FASTENER. SEE ANCHOR SCHCOtR.f. REFERENCE CONNECTION TYPE 3 EXISTING W000 STRUCTURE NOM THIS DETAIL MAY If USED AT TOP L BOTTOM OF PANEL © FLOOR MOUNT SECTION SCALE: 3' - 1' -0' C ) - P111" HUT VL-20 MACNNE BOLT V/ 'NW NUT L MNGNUT • 4' O.C. @CONT. (ANGLE LEG MAY BE REVERSED! - 1/4 -20 MACHINE L WINONUT 1 /4 -20 MACMIN! BOLT & NUT pH 24' 0.C. (TYPI x 2" x .12S" CONT. ALUM. ANGLE O CORNER DETAIL SCALE: 3- - r -0 i L ®CONT. "PM" NUT ASSET SCALE: HALF SIZE 1 W000) Y GLASS OR DOOR r MK SCALE: 3' . 1•-o- EXISTNG V000 STRUCTURE Dy • 4u2' 1/4-20 MACHINE BOLT FASTENER. SEE ANCHOR i NUT • 12' O.C. SCHEDULE. REFERENCE COI•IECTKIN TYPE GCONT. EXISTING STRUCTURE . SIDE CLOSURE REO'0. ISEE PLAN VIEW) BUILD -OUT MOUNT SECTION SEE NN. SEPARATION FROM GLASS SCMEOL GLASS OR 000R —� . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. PRODUCT RENEWED ACCEPTANCE No. n1- OZ 2 It • 1 ] EXPIR4TION DATE Z S S / Z ( i NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE • 1/4-20 MACNNE BOLT WI '►M' NUT i MNONUT • 6' O.C. 1111111 . [/!irgif nrNt NOTE. USE OF THIS DETAIL IS LIMITED TO t 72.pSF. O WALL MOUNT SECTION ,(BOTTOM) SCALE* 3' . 1• -0' ®CONT. VI.' • S.S. LAG SCREW M/ 1 -1/2' PENETRATION INTO W000 BLOCKING • 12' 0.C. 1/6' • S.S. LAO SCREWS • 2a- O.C. W/ 1 -3/4' PENETRATION N r • 6- P.T. W000 BLOCKING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 194 DAT BY P . f,/ PRODUCT CON M. OIV•.SiON BUILDING CODE COMPLIANCE OFFICE • ACCEPTANCE NO qg'6�$ 4) 0 4. X L STORM PANEL SCHEDULE • NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS FOR STUD ANGLE MOUNTS ANO DIRECT MOUNTS (TOP s BOTTOM) L max. (FT -IN) L max. (FT -IN) 40.0 11 - 11 - 50.0 10 -2 11 -5 60.0 9 -3 11 -0 70.0 0 -7 10 -5 80.0 7 -7 9 -9 90.0 6 -9 9 -2 100.0 6 -0 8 -9 110.0 S -6 8 -4 120.0 S -0 8 -0 130.0 4 -8 7 -8 140.0 4 -4 7 -4 150.0 4 -0 7 -1 160.0 3 - 9 6 - 11 170.0 3 - 6 6 - 8 100.0 3 -4 6 -6 190.0 3 -2 6 -3 200.0 3 -0 6 -0 210.0 2 -10 5 -8 220.0 2 -9 5 -5 230.0 2 -7 5 -2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(Wl (PSFI ACTUAL PANEL SPAN (L) WT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR GREATER ABOVE GRADE (INCHES) 40.0 5 - 0 2 -1/2 1 -3/8 8 - 6 2 -1/2 1 -3/4 11 - 5 2 -5 /8 2 -5/0 S0.0 5 - 0 2 -1/2 1 -3/8 0 - 6 2 -1/2 1 -7/8 11 - S 2 -7/8 2 -7/8 60.0 S - 0 2 -1/2 1 -1/2 8 - 6 2 - 2 11 - 0 3 3 10.0 S - 0 2 -1/2 1 -1/2 8 - 6 2 -1/2 2 10 - 5 2 -7/8 2 -7/8 80.0 5 - 0 2 - 1/2 .4 -1/2 0 - 6 2 -1/2 ' . 2 -1/e 9- 9 2 -3/4 ti 2 -3/4 90.0 4 - 0 2 -1/2 1 -3/8 6 - 0 2 -V2 1 -5/8 9 - 2 2 -S /0 2 -1/2 100.0 4 - 0 2 -1/2 1 -3/8 6 - 0 2 -1/2 1 -5/8 8 - 9 2 -1/2 2 -3/8 112.0 4 - 0 2 -1/2 1 -3/8 6 - 0 2 -1/2 _ 1 -5 /8 8 - 3 2 -1/2 2 -3/8 A 8 L E 1 A 8 L E 2 6' stall . I- • r-r ANCHOR NOTES. 6 3/e - 6 HOLE FOR FASTENING PANEL 2'xr AL. STUD ANGLE 1/4 STUD INTERIOR FASTENING ANGLE ASSEMBLY 1/4 - 0 DROP -IN ANCHOR 0 6 0.C. W/ r Hot. EM8EO. IN CONC. OR 1/4 RAWL STEEL OROP -IN N W/ r MIN. EMBED. IN CONCRETE QI 8 O.C. 1/4' 1/4 -20 STUD W / NUT 06 - O.C. X 44 Iq 1-1/2 - INTERIOR FASTENING ANGLE ASSEMBLY SCALE. r • r-r csacnonio 0 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN W1NGNUTS FROM THE *ISM STORM PANEL INTERIOR N FASTENING (ISOMETRIC) SCALE. r • r -o' 1. MINIMUM EMOEDMENT ANO EDGE DISTANCE EXCLUDES WALL FR0S11 OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD (NOMINAL 2' x 4' MIN.). 3. ANCHORS SMALL aE INSTALLED IN ACCORDANCE WITH .MANUFACTURERS RECOMMENDATIONS. L. SPANS AND LOADS SHOWN HERE ARE FOR ANCHOR MATERIAL. ANCHOR TYPE AND 2062 DISTANCE ONLY. ALLOWABLE SHUTTER SPANS FOR ANY LOADS MUST BE CRATED TO THOSE SHOWN IN TABLE 1. SHEET 4 OF 4. C c c 3 ANCHOR SCHEDULE •, FA STENER SPACING (RICHES) REQUIRED FOR VARIOUS OES10N LOADS ANO SPANS ANCHOR TYPE LOAO 00 PSF MAX. (BEE NOTE 4) 2' EDGE DISTANCE 3' EDGE DISTANCE S' -7 MAX. SPAN (SEE NOTE 4) 0'-6' MAX. SPAN (SEE NOTE 4) IV -S- MAX. SPAN (SEE NOTE 4) S' -7 MAX. SPAN (SEE NOTE 4) 0' -6' MAX. SPAN (SEE NOTE 4) I r -S- MAX. SPAN (SEE NOTE 4) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 11/5 R (HU CALKT V/ 7 /•' EI1•EOKNT V4 -10 Si. NACNK i SCREW 52 12 12 12 12 10 12 12 10 12 7 12 7 7 9 5 12 12 12 12 12 12 12 12 12 10 12 9 12 12 7 62 12 12 12 12 9 12 9 8 9 5 12 7 7 9 7 12 12 12 12 12 12 12 12 12 0 12 9 12 11 7 72 72 12 12 12 12 11 11 12 12 7 7 12 12 7 7 7 7 9 9 S 5 12 12 7 7 7 7 9 9 5 S 12 12 12 12 12 12 12 12 11 11 12 12 9 9 12 12 11 11 7 7 12 12 9 9 12 12 11 11 7fJ 7 1 56 12 7 7 9 5 12 7 7 9 5 12 7 7 9 5 12 9 12 11 7 12 9 12 11 7 12 9 12 11 7 230 12 7 7 9 5 12 7 7 9 5 12 7 7 9 S 12 9 12 11 7 12 9 12 11 7 12 1 12 11 7 .„,,„,N111111,",,,g1ili, v4 ITV TA ►CON M/ 1 - 1/4 - pen. EMOEDMENT 52 12 12 12 12 8 12 7 9 12 S 12 4 7 5 1. 12 12 12 12 10 12 0 12 12 6 12 5 8 6 ' 4 62 , 12 12 12 12 7 12 5 8 7 4 12 4 7 5 4 12 12 12 12 0 12 6 10 8 5 12 5 e 6 4 72 12 9 10 12 6 12 4 7 5 4 12 4 1 5 4 12 10 12 12 7 12 S 8 6 4 12 5 8 6 4 156 12 4 7 5 4 12 4 7 5 4 12 4 7 5 4 12 S e 6 4 12 8 6 4 12 5 0 6 4 230 12 4 7 5 4 X 12 4 7 5 4 12 4 7 5 4 12' 5 8 6 4 12 S 8 6 4 12 5 8 6 4 Op 62 two CAUC -N M/ 7q- EM•EOM[MT L v4 f3. NADINE SOW/ S2 12 12 9 12 5 12 5 6 10 3 9 3 4 4 12 12 12 12 8 12 6 9 12 S 11 4. 7 5 3 12 9 7 12 4 10 4 5 5 3 9 3 4 3 %% 12 11 12 12 6 12 5 8 6 4 11 4 6 4 3 72 1 2 6 6 1 2 4 9 3 4 3 ' / 9 3 4 3 V ' 1 2 5 1 0 1 2 5 1 1 4 6 4 3 1 1 & 6 4 3 156 9 3 4 3 9 3 4 3 9 3 4 3 11 4 6 4 3 11 4 6 4 3 It 4 6 4 3 230 9 3 4 3/ 9 3 4 3/ 9 3 4 3/// 11 4 6 4 3 11 4 6 4 3 11 4 6 4 3 !aluI1tlnlmum„lnUlL 1/4 ITV TAPCON W/ t - V4 - MILL EP CDP1EN S2 12 12 0 12 4 9 4 5 7 3 7 7, 4 3 12 12 10 12 5 11 4 7 8 3 8 ;± 5 3 /� 62 12 7 7 12 4 8 3 4 4 '. 7 f 4 / / _12 8 12 4 9 3 5 4 3 8] S 3 72 10 S 6 10 3 7 4' / // 7'4 4 /, 12 S 7 12 4 8 5 3;, 8 '// S 3 / 156 7 /. 4 ././v/- / N / 7 4/ 7 // 4/ ' S a � / s 3 0 // 5 3 / 8 V S 3 230 7 4 , / 7% 41 '/,7 1 V/4 / 8 //: s 3%/ a %5 3 e s 3'// ANCHOR SCHEDULE FASTENER SPACING MICHESI REQUIRED POR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LO (W) PSF MAX. (SEE 4) NOTE 3/4' EDGE DISTANCE 5' -7 MAX. SPAN (SEE NOTE 4) 8' -6 MAX. SPAN (SEE NOTE 4) 11' -s- MAX. SPAN (SEE NOTE 4) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 nlmmi1n IIMIlnln, V4-' ss. LA0 sOtEw w/ I -3/4 _ ••K THREAD SHEAR IR 00 PARALLEL RAI To wo00 DRAIN 52 12 12 12 12 9 12 12 8 12 6 12 7 6 9 4 62 12 12 11 12 8 12 9 7 12 S 12 7 6 9 4 72 12 12 9 12 6 12 7 6 9 4 12 7 6 9 4 156 12 7 6 9 4 12 7 6 9 4 12 7 6 9 4 230 12 7 6 9 4 12 7 6 9 1. 12 7 6 9 4 E » ,„,„, „„„„,,„, „ „,, V4 -w st LAG sCRCw w/ I-s/4 ICON THREAD EN000$CNT SHEAR PERPENOICIAAR To w000 GRAM S2 12 12 10 12 0 12 12 7 12 5 12 7 5 9 3' 62 12 12 9 12 6 12 9 5 12 4 12 7 5 9 3 72 12 12 7 12 5 12 7 5 9 3 12 7 5 9 3 56 12 7 5 9 3 - 12 7 5 9 3 12 7 5 9 3 230 12 7 5 9 3 12 7 5 9 3 12 7 5 9 3 S2 12 12 10 12 6 12 6 7 11 4 10 3 5 4 3 O.\ " \‘‘‘ 62 12 10 9 12 5 11 4 6 6 3 10 3 5 4 3 ■ 72 12 7 7 12 1. 10 3 5 4 3 10 3 5 4 3 1 /Ire OR MASS w•N •YOI•I� 4114.36 • r .,us ►Ae MOLT WI SIIr Not ORm/oNT 156 10 3 5 4 3 10 3 ' 5 4 3 10 3 5 4 3 230 10 3 5 4 3 10 3 5 4 3 10 3 5 4 3 PRODUCT RENEWED ACCEPTANCE No.nI - Q22 I EXPIRATION DATE OS / Z $ / 2 Gb (o BY NTROL DIVISION BUILDINO CODE COMPLIANCE OFFICE ;PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Ft : _ s q BY PRODUCT COAT,.OL DIV :S :0N BUILDING CODE COMPLIANCE O ACCEPTANCE NO. I7 - D I Z �2-IS' • o o o 0 Z : 4 r” m: ¢ 4 w p r„ ~ U 0 t < 2 O cc O a o cn 4w CI. N 0) r • T J •d o w IL W = C ? N C) Z a o r O n > > < ° o W •1 2 W Y1 z = 1 • • w • w 0 z Jr: X eIIom01_armu>o V.J. • CH PROM NCONECR I Ft. se No P It. 983 *1•1. AS NOTED 01998 11/12/99 drive by MC [design by cccccc d vin yid droving no. 97-479 •M•1 a •/ 20 GA GALVANIZED STEEL STORM PANEL COPYRIGHT 1498 KNEZEVICH S. ASSOCIATES. INC. Hurricane Protection CCO REVISIONS NOTICE OF ACCEPTANCE. OA MI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION New Age Windows & Doors 7196 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 O o 00 p CD GO mie ®L AW This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" Aluminum Outswing Door w/ Sidelites r� APPROVAL DOCUMENT: Drawing No. W02-13, titled "Series -100 Alum Out -swing Door w/ Sidclites ", sheets 1 through 5 of 5, prepared by AI Farooq Corporation, dated 2/13:02 with revision on 9/4/02, signed and sealed by Humayoun P.E., bearing the Nliarni -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval da:. - y the Miarni -Dade Coun :y Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pern...ncnt label with the manufacturer's name or loco, city. state and following statement: "\liarni -Dade County Product Control Approved ", t :r: :ess otherwise noted herein. RENEWAL of this NO :\ sha1 be considered after a renewal application has been riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and.'or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adverisinz or any other purposes shad automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ter-mina :ion and removal of NOA. ADVERTISEMENT: The NOA number preceded by :he words N1 iami -Dade County. Florida, and followed by the expiration date rnay 'be displayed in advertising literature. Jf any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pros. idcd 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 Of tcial. This NOA consists of this page 1 as well as approval d• u-ncnt mentioned above. The submitted documentation was reviewed by Th,�j� a lii!°E. NOA No 02- 0801.01 Expiration Date: November 21, 2007 Approval Date: November 21, 2002 Page 1 DOUDLE (XX) DOORS DOOR SIZE DESIGN LOAD CAPACITY - PSF DOOR 30" SIDEUTE 38' SIDEUTE wtDTH HEIGHT EXT. ( +) OR. ( -) OCT. (4) 941. ( -) EXT. ( *) u41. ( -) 5/0 6/0 8/8 58.0 83.5 58.0 83.5 58.0 75.9 58.0 69.6 58.0 69.6 58.0 69.6 5/0 I 7/0 6/0 58.0 79.5 58.0 79.5 58.0 72.3 58 0 66.3 38.0 66.3 I 58.0 66.3 5/0 6/0 8/0 58.0 69.6 58.0 ( 69.6 58.0 63.1 58 58.0 58.0 1 58.0 58.0 58.0 SINGLE (X) DOORS DOOR SIZE DESIGN LOAD CAPACITY - PSF DOOR 30' SIDEUTE 38' SIDEUTE WIDIM HE.C,(I EXT. ( •) INT. ( -) EX7. (4) WT. ( -) EXT. (.) INT. ( -) 2/6 3/0 6/8 58.0 83 5 56.0 63.5 56.0 75.9 58.0 69.6 58.0 69.6 56.0 69.6 2/6 3/0 7/0 58.0 79,5 58.0 79.5 58.0 72.3 56.0 66.3 56.0 66.3 58.0 , 66.3 2/6 8/0 3/0 580 69.6 56.0 69.6 58.0 63.3 580 58.0 58.0 58.0 58.0 I 58.0 uosioso, wan. "_ FRAME ROTH LEAF wtDTH 1/6 (X) 30' 28 -1/4' 3/O (X) 36• 34 -1 /s' 3/0 (u) • 40• 26 -1/4" I/O (86) 71' 34-1/4" h0100. 1KICHT ' Mutt ldCHT LEAF. HEIGHT 8/6 80' 78' 7/0 N 82' 9V 90' 94' VW .�.� #I 1 � ,ei � . j I D ,, e + � ;'. H1t1CHTlt WIDTHeI 4 �. • t1r 33 T /8' 0.40. 61r ■ D.LO. C r ) . 1 146' FRAME WIDTH 72' 0006 *10TH 23 7/6' 23 7/6' 69' lw WIDTH • tio (XXO) (Oxx) /IPPROVFfl SONFICURATIONS 0.1.0. )' ;woo sous 67 TOBoTT TYPICAL Fl FVATIOI>j 5E6 S EET 3Om ( OXxO ) TESTED UNIT EXTERIOR VIEW SEE StsET 4 FOR ANCHOR LOCATION OF OTHER CONFIGURATIONS. 1 4'P (OXO) 12" 3. F rIl , 23 7/6• + I I O.E.O. 1 - t'-Jaa- - - _ -1 ^• 4 M a (Oxxo) SURFACE APPAIEO 1ALSE uuNIINS MAT BE uSE0 6' UAX_ tYP. HEAD /S!LI. CORNERS \SIMONE 1 /8' IEIN'. CLASS GLAZING DETAIL DETAIL APPROVAL APPLIES TO SINGLE (x) AND DOUBLE (xx) LEAF DOORS WITH OR WITHOUT 51DELITE5. THE SIDELITES CAN BE AT ONE SIDE OR 80TH SIDES OF 000RS. DOORS /SIOELITES GLAZED WITH 1/8' TEMPERED CLASS NOT RATED FOR IMPACT AND REOUIRC PROTECTION BY low DAADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. THIS PRODUCT IS DESIGNED 10 COMPLY WITH THE HIGH MOOT/ HURRICANE 201:E Of THE 2001 (ton', BU1101NC CODE. 7150 106 wN0 LOADS AS PER ASCE 7 USING CORRCSPONONC LOADS. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. A•ICHORS SHALL BE A5 LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR ELIBEOVENT 10 BASE IRA1ER,AL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR EOA CONDITIONS NOT SHOWN N THESE DETAR.S ARE 1107 PART OF THIS APPROVAL. ftD x 1 -1 ..yrA•JW. TAA;w;X. S1IuCItp.ES ILA PC 11 11557 1) 4' Appn•e6 r w.IM1u19 orb tit Huth 0 Nlr G p If ZI 0 huA9 611..1 0.49 PnJett Cwt U7 10 u„ = ng n • 4134 eg a 4.tio x ^ 5••- a 8 o g. Ei o z h I t 8 4 dIa■ ho. W02 -13 sheet 1 of O O TFOLCAt. ANCHORS SEE REV. FOR SPACING TYPICAL ANCHORS 1� lay BUCK SEE ELEV. FOR SPACING 110 X 1 -1/7 SELF ORIt$ G SCREWS At 6" 'ROM CORNERS AND 12 O.C. 110 x 1 -t /2 SELF ORIWNG SCREWS AT 6' FROM CORNERS AND 17' 0.C. t TYPICAL ANCHORS SEE ELLV. FOR SPACING 7 — IVY w000 BUCK .BAT TYPICAL ANCNORS SEE ELCV. FOR SPACING TYPICAL ANC HORS s(E (LEY. (OR SPACING N METAL STRUCTURCS (STEEL OR ALUM. 1 /6' MN, 114109 STEEL : ry ■ )6 KSI WN. ALUMINUM : 6063 - 1N36 114 SUS OR 1/4' MA. SELF DRIWNG SCRCWS w000 BUCKS NOT BY NEW AGE. MUST SUS1ASN LOADS IMPOSED BY GLAZING SYSTEM AND 1RANSFER THEM 10 THE BUILDING STRUCTURE. TYPICAL. ANCHORS; SEE ray. roR SPACING 1.(11C_Dit.1AECIM 14110 28Y WOOD BUCKS OR WOOD STRUCTURES 1 - 3 /B' MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 - 1/4' MR(. EMBED INTO CONC. OR MASONRY 3/16' SF" F DRR I LNG SCRFIVS IDRR 1 rl rX OR FOUR INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /B' MIT. THICK.) STEEL : ry - 36 KSI MIN. ALUMINUM : 6063 -15 MIN. SEALANTS; u5E 'PCCORA' SEALANT (COLOR 10 MATCH ALUMINUM FINISH) Al PERIACIER OF LOCK AND LEVER HANDLE. COvER PLATES. IN5IALLAUON SCREWS. PANEL SEAMS, FRAME CORNERS ANO GLAZING IsLAD ADAPTERS ON THE EXTERIOR. iiiNcEs.; 1 -3/8' LONG Bun IRNCCS. AT 1 -.3 /B' FROM EACH END AND UINE Ai TAIL/SPAN Of LEAE, LSLCK.S 1/2' Da. CONCEALED THROW BOLT 'TM 803' MANUALLY OPERATED TAN LEVERS AT 7 -1/2' rROM 10? !t BOTTOM 01 EACH LEAF LOCK STILE. STEEL DEAD 904.1 LOCK 'KWIKSE7' KCY OPERATED ON EXTERIOR it THUMB TURN ON IN1ER1011 AT 44 - 1/2' FROM B0110M AT ACTING LEAF BRUSHED BRASS LEPER TYPE HANDLE '700 OHL OORREAN PASSAGE' ht 39' !' RUM 1301101A Ott INTERIOR AND CX1ERIOR OF EACH LEAF E• - p. ,l AL, ur 11.9.i00 s?NUCIUR(S f1A PC 1 '6357 .1r1.2 0 ApprouJ as tooplals ski IM Fluids BOOK GM Komi MI. at 0444 4444444 Omani Dr I.. LEA( WIDTH ACTIVE de0. • TITO/ MOORS 11! !N 11000 ILACK rock meson ut EkLV. !Wt S/At*C 110 a SELF ORI SCREWS AT 1' (It CORKERS AHD 22 O.C. 1 /+ wz Ile IN- ACTIVE LEAF ( RAGE WIDTH EXTERIOR LEAF WIDTH I /2 DU. W BOl (LUSH BOLT o tOP A Bottom or LAC 14 if ACTIVE: LEAF LEA, r.t.t. Float' AIDTP! TYPICAL A' CuIOkS SEC [LEV. tUR SPA(EuG D ,ta Icy° La nVu 'o..n1 rtFGO: SIRUC IViAL S IYA P. j /bSS: /a z 1/2. S.M.S. AT 12' O.C. RUSH BOLT OPERATOR ON iMACTIVE U .F RUSH BOLT OPERATOR OH ACTt, IEAr 1/1• MAX. SHIM SPACE Y yy a 11 - i E ' 111 Y1 1 eg Y a.. A pprv. td .a wnplrl *Ms IM .ttte U. din .q� l 1 L 2� OL hl)Aa TU* I late Yrv4Rt1 C..tt ,J /fi (sheet 3 o 5 ) ITCO g ►ART 1 0000. OL6tRIPTION YATTRIAL WI1414. /SUPPLIER /*LW1RIt1 4 GAS-47•06 1 /4(406 44010 6063 -10 040.4211 2 0*5-41716 7 /*8446 4008 6063 -1! 04044t4 3 4362 1 TRAOK SRL 6065 -00 6ENAa 4 CNe - 43455 2/ PANEL TOP (4440 ROtlOY RAM. 6063 -T! 64DAL.R 5 6.481 - 43576 2 /_PANQ 000* 0L*( STILL 6063 -73 ROILES 1 05-47607 I/ PANEL (4571160-. 6065 -75 MON.60 7 us- 44720 - (RAMC INSERT 6063 -73 840ALt3 , 8 - - w16 0140•0* Mutt (3' LONG) - • ANCHOR LOCAmNs 6A - - MEAD/SILL MOOR PLATE (3' 1,0NC) - 8 *,Co M* tOCATp*S 6 CAS - 47614 - POCRCT 17taN 6063 - 00 - 40 CAM -44716 3/ PANEL -MCC 6003.46 IMOALt4 t 1 GAS -41721 AS RE00. RUMOR 6063 - 05 6E4+0a t7 - AS 8600. IOU. (ORU(0 601206 MEAD AVYI444.14 - 13 - AS Rt00. ASSE081T SCRLWS - {10 S 1' WS 44 - 4/ PANEL SUPPORT PLATE (1.5' 0 2.5' 4 .250'} NriON - 45 - 4/ *mu. 3/6' LOCMMft PIANO 51601 - 16 - 2/ PANEL 3/6' 11401.4(4(0 R00 STEEL - . 47 00 -305, - 614.6 W(A1NERS1RIPPM6 WN. - 16 (9 -51, - 04.4 YA(ATNERS1R1PPNC WM. - am 062 IMO 1 L 500 625 .8771 ►AAME HEAD r tsos --. 4106 3500 FRAYS JAMB � t SOO I asa i9•.• -4 I • - 43160 FRA.UE SILL 1.517 -• l • DOOR LEAF HEAD 21 SILL 'act , .. 3162 1.607 GLAZING INSERT 1.555 2 A75 1.522 .531 --8 HORQ. MLINTWN .307 .159 E -- 2.167 •-- 6780 — 6110 ( I.125 � .700I ASTRAGAL 1-.093 TTP. ( 1.745 L 4 000 .365 DOOR LEAF STILE .094 � .062 1 5 .592- -4 12 4.030 HEAD /SILL • ANCHOR PLATE . .076 770. L - .765 ___ 3 500 ----I JAMB ANCHOR PLATE .078 3500 4.756 -.115 1 --1688 POCKET FILLER .300 03 VAS14R 5/16' 01A. 0 2.6• LONG 53 000 HINGE ALAS IC CAP 12' YAK. TYP. MEAD /SAL. 0 1 1 0 0 I m I I 6' OUT. IYP. IILAO /SILL CORNERS 'X' OR '0' ANCHO8 LOCATIONS OR OR 12' OAR. TYP. 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