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Pool CabanaMiami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 3/27/2006 Expires: 12/15/2006 Owner's Name: ADOLFO GONZALEZ GARCIA Permit Type: Residential Construction Work Classification: Alteration Job Address: 262 93 Street NE Miami Shores Village, FL 33138- Permit Contractor(s) Phone Primary Contractor NOTTOLI CONSTRUCTION & REMO Yes Comments: RENOVATIONG OF EXISTING POOL CABANA WITH NEW ROOF, NEW WINDOWSS AND DOORS OPENINGS, EXPAND EXISTING BATHROOM AND NEW PATIO Additional Information Type of Construction: POOL CABANA REN1 Occupancy: Single Family Stories: 1 Exterior: Front Setback: Rear Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: 12/15/2005 Right Setback: Bathrooms: Certificate Status: Additional Info: 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Bond Type - Contractors Bond CCF Certificate of Completion Fee Education Surcharge Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $30.00 $150.00 $10.00 $1,500.00 $50.00 $50.00 $90.00 ($250.00) $37.50 $1,967.50 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC -12 -05 -1241 Phone: (305)206 -0463 1132060133500 Lot: PB: Total Square Feet: 423 Total Valuation: $ 50,000.00 Required Inspections Slab Termite Letter Fill Cells Columns Tie Beam Window and Door Buck Window Door Attachment Framing Insulation Drywall Screw Ceiling Grid Final PE Certification Shutter Attachment Shutter Final Invoice Number RC - 12 - 05 - 23198 Total: Amt Due $1,967.50 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village (V1 ,��,� • Building Department ‘3 j z p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 MX , ,`' "�� C o Tel (305) 795.2204 Fax: (305) 756.8972 BUILDING " " ,' ?///7 Permit No. 4- 1 l ' PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) ,&DOLF° Grow ?ku:. G WLC1A Phone # 3o r- moo- Owner's Address 2.4.2. Re 93al E ii City M»%% Tenant/Lessee Name Type of Work: Describe Work: Total Fee Now Due $ ❑Addition (Continued on opposite side) Electrical Plumbing Mechanical Roofing State FL Zip 33131 Job Address (where the work is being done) ZLZ. E4E g3cL Phone # City Miami Shores Village County Miami -Dade Zip _ Is Building Historically Designated YES NO �_s t 1 ( -( _ i. , Contractor's Com an Name kip r l f i °y i '.ik;ir, \, / -� ' _z,� - '' �� P Y , Phone # � ∎• Contractor's Address > ; - )sue' t- City ,r ." . °�,,t.> State Zip :: ' Qualifier ' t- State Certificate or Registration No. — i = '- Certificate of Competency No. Architect/Engineer's Name (if applicable) NM' PC" SSt4 Phone # 3 v EDWA.O A tARDEAS 5 $ Value of Work For this Permit (71 00 0 Square Footage Of Work: 1171 5Q . Fr. KAlteration Notary $ Training/Education Fee $ G " ❑New ❑ Repair/Replace Submittal Fee $` - . " L Permit Fee $ ' / CCF $ � ' � � CO /CC 1 Technology Fee $ / Scanning $ ' . Radon $ Zoning Bond $' Code Enforcement $ Structural Plan Review. S- f;{ ' O . . - /pa, 6 PAM ❑ Demolition Bonding Company's Name (if applicable) J i • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / Mortgage Lender's Address / City State Zip Application is hereby made to obtain a permit to do the 'work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 e - 7/ ' Signature - �` 0 T/Owner Agent Contractor The foregoing instrument was acknowledged o f `� g g ed before me this ' g� The foregoing instrument was acknowledged before me this c 7 day of 77:;C., , 20P by A 6er L 6k44, I day of , 20( by (e. e i e �, . who )(personally known to me or who has produced /who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. A "' — ' s {-, ROBERTA,3Q MMEt * MY COMMISSION # DD 405371 EXPIRES: Jury 9, 2009 ''f of n e Bonded Thru Budget Notary Services NOTARY PUB Sign: Print Chc 05/13/03 My Commission Expires: APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** iiOBER SCHIMMEL * MY COMMISSION it DD 405371 EXPIRES: July 9, 2009 Bonded TMu Budget Notary Services I4t/D 5 UG 1L. Plans Examiner e fr Engineer ��� Zoning PERMIT # ESC 0 ° L2 / j y(//o, . e v 'CONTRACTOR: Hir.)70 L d SUBMITTAL DATE: Q, 0 s c S PROJECT TYPE: cfs: 0 9 'I41ots ZONING \ I FIRE /Z®j. /z /w. /o5 ®1 � M STRUCTIIIRAL IMPACT FEES 1 / k �l/ / , ELECTRIC I HRS /DERM i ■ MECHANICAL \ GS, 6 BLDG . " ?j I 1e Inspection Date: 12/14/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments Passed 62 6 Failed Correction Needed Re- Inspection Fee ($75) Wednesday, December 13, 2006 No Additional Inspections can be scheduled until re- inspection fee is paid . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 20E3 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Block: Lot: Page 1 of 2 Certificate of Completion This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Not Transferable POST IN A CONSPICUOUS PLACE ContractdlWOTTOLI CONSTRUCTION & REMODELING BOUNDARY SURVEY 4' C.B.S. •,. WALL ONE STY. C.B.S. RES. No.262 F.E.= 12.14' CONC. POOL:-'. : ONE STY. F.I.P. 0 1/2" NO ID. ON LINE N C.B. NE. 93rd STREET L 1 � L 's� 2' C. G: 41' PAVEMENT 0• F.I.P.01 /2" pro ID. C.S/, BY: ao._000 e�0000000aeee 10' SWK. 2 5' ALLEY ° U1 11' PAVEMENT • O 4' C.B.S. WALL 0.05' F.I.P. 01/2" NO ID. 1 PROPERTY ADDRESS: 262 NE. 93rd STREET, MIAMI SHORES , FLORIDA 33138 LOT 5 OF AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 200.00' F.I.P. 0 1/2" F.R. NO ID. W /CAP 0.20' PLS 3869 SCALE: 1 " = 20' LEGAL DESCRIPTION Z Uc .' 9 2 N4 o. 130 4 /0 ti /1 z /30 4 3 /9 ZO Z/ SO z ZZ SO It} 1/ ,4 i0 /S 9 8 7 I6 S T 5 4 3 sO z /4 , 718I1970ZI Z2 13 1 50 S T. 1101114111/1 m 414D algat114 9 4.10 D r 9 i® s Tiliftsmisimeassammummaimb LOCATION SKETCH N.T NOTES: - THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17- 6FAC), IS 'RESIDENTIAL'. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASURMENT ANO CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REOUIREMENT. - LANDS SHOWN HEREON WERE NOT ABSTRACTED. THEREFORE THIS SURVEY I5 SUBJECT TO EASEMENTS. RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF 1111E TO THE SUBJECT LANDS - NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. -THIS DRAWING IS THE PROPERTY OF A. FIORE AND ASSOCIATES. INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES. INC. - ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI -DADE COUNTY BENCHMARK No.N -566; LOCATOR =3100 NW; ELEVATION =10.78' NE. 111th STREET AND N. MIAMI AVENUE. A. FIORE AND ASSOCIATES, INC. LAND SUR\/EYORS LAND 921 S.W. 1 22nd Avenue, Miami, Florida PH. (305) 221-3040 I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE ANO CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 427.027 FLORIDA STATUTES. 'DRAWN BY: A. T. ,REFERENCE: 10 , AT PAGE 70 S T. , IN BLOCK 26 ttl 7 PLANNERS 331 84— 2406 ai 0 2 1n a FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 -17 -95 COMMUNITY No: 1 20652 PANEL: 0093 SUFFI J ZONE: X BASE FLOOD ELEVATION: N /A m J ANTONIO FIORE, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA 06 -14 -05 7 FIELD BOOK: 06 -1124 N 1 (0 N ii1Z��1 w 6 y W > n, U BUS<JF W O <1 1 Irks 0 0 0 0 0 0 0 0 a W J VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE: 12 -01 -06 INSPEC TO BE DONE ON BACK OF PROPERTY AND IS A SLAB OVER SLAB. & i 4 Passed 0 /7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Miami Shores Village, FL 33138- Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments Tuesday, June 13, 2006 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP -3004 Permit Number: RC -12 -05 -1241 Inspection Date: 08/2812006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Project: <NONE> Miami Shores Village, FL 33138- J ) Contractor: NOTTOLI CONSTRUCTION & REMODELING Buildino Department Comments Friday, August 25, 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 1 of 2 Passed ti . . j Inspector Comments . r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP -3004 Permit Number: RC -12 -05 -1241 Inspection Date: 08/2812006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Project: <NONE> Miami Shores Village, FL 33138- J ) Contractor: NOTTOLI CONSTRUCTION & REMODELING Buildino Department Comments Friday, August 25, 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 1 of 2 /l ee Passed ; Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -3000 Permit Number: RC -12 -05 -1241 Inspection Date: 05/24/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, Job Address: 262 93 Street NE Project: <NONE> Building Department Comments Wednesday, May 24, 2006 YAV 2 8 [ n ADOLFO Miami Shores Village, FL 33138- Contractor: NOTTOLI CONSTRUCTION & REMODELING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 2 of 2 / P _ (� Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -3001 Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i'25 Contractor: NOTTOLI CONSTRUCTION & REMODELING Block: Permit Number: RC -12 -05 -1241 Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 2 of 2 JOB ADDRESS: 93 f` � � APPLICANT: Acl 6-e9 APPLICATION: a ctilo C OMMENTS ® CO 10 (ova - ZONING CRITIQUE SHEET PERMIT # /7L) l d ' c _ pool t —lGJs e iv, a4'y' vN,bpPta Fov-e- vvka,vg iks /9) (e-.- f INITIALS .e1-35 ''nSc 31 Application: RCO5 -1241 Name: Adolfo Gonzalez Garcia Address: 262 N.E 93 Street 0k, Cn� «ire �o�al;e� i 140yr Plyt'0.,r..eS Miami Shores Village Zoning Critique Sheet r Review ool Cabana appears to be an alteration to a guest house. Please modify plans to reduce the opportunity of guest house use. 2! Please indicate if any existing concrete slab will be removed. Rear yard / coverage cannot be increased. New Patio may be constructed only if existing coverage (impervious area) is reduced. ,3<Indicate on survey where parking is provided on property. Two spaces are needed. 3/9/06 JOB ADDRESS: �: (9. A C 73 r� APPLICANT: A 6 � � c I o (Jr,11 APPLICATIFIN: Kr? °0 v1 D TE - C .: �' rJ�,. c. kOMMENTS 5 q ZONING CRITIQUE SHEET PERMIT # L) pool ) l INITIALS r a /�5 /O I R�V1�6iJn$lu�� �,T l Pool a�m A l3 ppeti , rs 4 be (Ar) cI4er Jic;r 4 a c�Ues4 hou5t . ACteS erq )u : !Ja 5 use., p�„ rp c5p are pia p 1 � i �•iP I r1 C'11A M t 51 rPs , j { es Sf l �"trr�li� r la� S ft) reduce - 1 - La e5 1" c Que5 ik IJS _ 1 ` Rea..r A.reil Coveraje (i,wlle.vi'ous prior., Ma nvt h2 tnr.nPr ,ISeil. Ne,' P„ lia) Mc..q Le eGnSlrac�ied 19/111 di I eui54 q codPr-a ,y e Is fe, v e e d 'in a CN 4c re 5v �- ,r, no n e 9 / / ra i n Of I Mporulrc!S 6fea. Oppor¢✓n e i5¢S on el{ SlCie a pr, p,r1 s Y OP 0 P1e.se 1JicJ-e 611 ufi/ / i'ie P(A,n , r' (7f�l -(�� 1-) prouac�e,cd', 1 .-TA BOUNDARY SURVEY • F.I.P. 0 1/2" NO ID. ON LINE N NE. 93rd 2' C.G. •• • • • • 1 ••• •• • • • • • • • • • •• • • • •• ••• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 0 0 00 0 • • • • • • ••• • ••• • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• •• • • ••• • • • ••• 41' PAVEMENT STREET F.N. NO ID. 10' SWK. 5' ALLEY 11' PAVEMENT O O IV 0 F.I.F. 0 1/2" F.R. NO ID W /CAP 0.20' PLS 3869 0.05' F. N. NO ID. PERTY ADDRESS:262 NE. 93rd STREET, MIAMI SHORES, FLORIDA 33138 5 AN AMENDED PLAT OF MIAMI HORFS SECTION No RDING TO THE PLAT THEREOF, ;SLREQ DEL IN P T BOOK 10 __ , AT PAGE 70 HE PUBLIC RECORDS OF M1AMI -DAD COUNTY, FLORIDA. n 1 1 l /it G4 Ita f /O € 1 3 • Z �p ' :L 75 C ; r 41L ,.. :4481110 9 2 NO. sen;r:o /9 Zo Z/ 22 So 40 / 5?) �l r ti // /4 /o 9 8 7 /5 /G /7 /B S T. SC 65 4.5 2 4 19 ZO Z/ 22 13 $1 So 15J, S T. ]3:Ela �mm�aa�vv�� - CERTIFIED TO: - ADOLFO GONZALEZ4 ARCIAfi - EDUARDO ANTON ATTORi3EY AT LAW - STEWART TITLE GUARANTY COMPANY -BANK OF AMERICA, N.A., its successors and /or assigns NOTE - S -LANDS SHOWN HEREON WERE NOT ABSTRACTED. THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS. AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. - NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE - THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. - THIS DRAWING 15 THE PROPERTY OF A. FORE AND ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES, INC. LEGAL DESCRIPTION 9 V' 5 LOCATION SKETCH N.T.S. • • S T. , IN BLOCK 26 A. FIORE AND A INC. 2 a 0 W N 0 dJ 0 2 V/ 4 5D 7 6 • • ••• ••• ••• LAND SUF \/EYORS • • • • • L- •. °f lip P 1. ArI NERS 921 S.W. 122nd Avenue, /4:c -roi,• Fl orid a• ,.33 1 14 - 2406 PH. (3050.: . 2.1 — 0 • i .3ct 4• •• 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS - -� OD RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. TH15 SURVEY CAIBILIES, • • • • • • • • 1 WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOAQD 0F■ • •• •• AN NIQ FIORD PRESIDENT PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6 FLORIDA AOMINISTAA11V9 • SSI AL U Y AND MAPPER No. 5164 CODE. PURSUANT TO SECTION 427.027 FLORIDA STATUTES. • • • • • • • • • • • • ST OF• ORIDA ( FIELD BOOK: 05 -0732 SCALE: 1 "= 20' 'DRAWN BY: A.T. REFERENCE: N FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 - 17 -95 COMMUNITY No: 1 20652 PANEL: 0093 SUFFIX: J ZONE: X BASE FLOOD ELEVATION: N/A • • • • •• z L7 W J VALID COPIES OF THIS SI:i:VEY MALI. BEAR THE EMBOSSED SEAL OF TrIE ATTESTING LAND SURVEYOR DATE: 06 -14 -05 PRO LOT OF ACC OF T B4. MAP AND PANEL NUMBER 12025C0093J . B5. SUFFIX J 66. FIRM INDEX DATE 07 -17 -95 67. FIRM PANEL EFFECTIVE/REVISED DATE 03 -02 -94 68. FLOOD ZONE(S) X 69. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N. /A PROCESS # FOLIO # C.O.R. 11.09' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAJC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ADOLFO GONZALEZ - GARCIA BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 262 NE. 93rd STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5, BLOCK 26, PLAT BOOK 10 , PAGE 70 , MIAMI - DADE COUNTY, FLORIDA. BUILDING USE (e.g., Residential, Non - residential, Addtion, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( 4# - ##' - 44.14 or 44.#44##°) IJ NAD 1927 1_1 NAD 1983 STATE SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 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. LJ FIS Profile (.j FIRM LJ Community Determined U Other (Describe): B11. Indicate the elevation datum used for the BFE In B9: LI NGVD 1929 LJ NAVD 1988 Li Other (Describe): B12. Is the building located In a Coastal Barrier Resources System.(CBRS) area or Otherwise Protected Area (OPA)? L Yes 1X (No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LIConstruction Drawings' L1Building Under Construction' LlFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate Is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE),VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ NGVD29 Conversion /Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? ❑ a) Top of bottom floor (including basement or enclosure) 1 1 .3 ft.(m) O b) Top of next higher floor 12 - 1 ft.(m) ❑ c) Bottom of lowest horizontal structural m? es on y , N/A ft.(m) ❑ d) Attached garage (top of slab) J �� N/A ft.(m) ❑ e) Lowest elevation of machinery and /or oqL{i e t servicing the building (Describe in a Cc� rtM'e t rea.) A/C 1 1.8 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG L 1 1,2 ft.(m) O g) Highest adjacent (finished) grade (H (1 1 1.4 ft.(m) ❑ h) No. of permanent openings (flood v nt) wit i tmue a nt grade 14 ❑ ) Total area of all permanent openings( erlt) {h C . 17 2 sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyof,ongltreet, dr 4cgite'c t $uth'oazed by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this c4Ttific'&Pe'replesenrs my bestefforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME • • • ••• I NiECUMBER ANTONIO FIORE • • • • • • • • • 5184 TITLE - •• :: GOMfiANY!JAME • • PROFESSIONAL SURVEYOR .AND MAPFAR•.• ..: .• ' • A. I.IbRE AND ASSOCIATES, INC. ADDRESS CITY STATE ZIP CODE 921 W. 122nd AVENUE MIAMI FLORIDA 33184 SIGNATU DATA t TELEPHONE ° '• • • i • FEMA Form 81 -31, January 2003 SECTION D - SU' RVEYOR, GI_� bR•I�RCHII EOT CERTIFICATION • • • ..• FLORIDA 09 -18 -05 O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 SOURCE: 1J GPS (Type): IJ USGS Quad Map 1J Other j Yes L1 No 305 - 221 -3040 See re2ers4.stc fo4 cantirtratih e • • Replaces all previous editions ••• • • • ••• • • IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt.. Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 262 NE. 93rd STREET CITY MIAMI SHC)RFS ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 FI )RInA 33138 For Insurance Company Use: Policy Number Company NAIC Number 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 MIAMI -DADE COUNTY BENCHMARK, No.N -566: LOCATOR =3100; ELEVATION = 10.78'; NE. 111th STREET AND N. MIAMI AVENUE. 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) II_I in. (cm) LI above or LI 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 LLI ft. (m) LI_Iin. (cm) above the highest adjacent grade. Complete Items C3h and C31 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is 1_1_1 ft. (m) LU in. (cm) LI above or LI 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? I I Yes I 1 No 1 I 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.I only), and E for Zone A (without a FEMA- Issued or community- issued BFE) or Zane AO must sign here. The statements in Sections A, B, C, and E are conecf to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME G4. PERMIT NUMBER CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer. or architect who Is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1A community official completed Section E for a building located In Zone A (without a FEMA- Issued or community - Issued BFE) or Zone AO. G3. LI The following information (Items G4-G9) is provided for community floodplain management purposes. 05. DATE PERMIT ISSUED •• • • G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been Issued for LI New Construction LI Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at tfiR sttg is: 10 :•• • • . ft. (m) Datum: • • • • • •• • • • • TITLE •• • • • •• 414141 •• • • • • - • • • DATE • • • • • • • • • • • • • • •• . 4111 • • • • ••• • 4141• • • • • • • • • • • • • • • ••• • • • • • • • • • ••. • • • ••• TELEPHONE STATE ZIP CODE DATE TELEPHONE 09 - 18 - 05 1 I Check here if attachments I_I Check here if attachments ft. (m) Datum: Check here if attachments Replaces all previous editions March 21, 2006 Village of Miami Shores Building and Zoning Department Miami Shores, FL Attn: Building Official Re: Residence 262 NE 93` Street Miami Shores, FL h Edward A. LANDERS, P.E. CONSULTING ENGINEERS I, the undersigned Professional Engineer, registered in the State of Florida, attest that by inspection along with the analysis previously submitted, the altered structure is structurally adequate and complies with the Florida Building Code, Building for wind loading. Upon completion of the work, I will submit to the Village of Miami Shores a Certificate of Compliance with the Florida Building Code and approved Plans and Specifications. Engineers Signature: License Number: Owner /Agent Signature: Owner /Agent (Printed): BUILDING DEPARTMENT, Accepted By: Date: 7850 NW 146 STREET, SUITE 509 - MIAMI LAKES, FL 33016 - (305)823 -3938 - FAX (305)823 -9355 February 6, 2006 Village of Miami Shores Building and Zoning Department Miami Shores, Florida Attn: Building Official Re: Residence 262 NE 93` Street Miami Shores, Florida Engineer's Signature: License Number: Owner /Agent Signature: Owner /Agent Name (Printed): BUILDING DEPARTMENT, Accepted By: Date: 3q8. Edward A. LANDERS, RE, CONSULTING ENGINEERS 7 J ilLe„ 05- Izy I, the undersigned Professional Engineer, registered in the State of Florida, have been retained by the Owner, to perform the duty of Special Inspector, as defined in the Florida Building Code, Section 105.13.4.1. This office will be responsible to the Building official of the Village of Miami Shores for the inspection of reinforced masonry. We will visit the site to inspect the progress and completion of the installation work. We will file a written report as to the progress, compliance or non - compliance with the Plans, Details and Florida Building Code. In the event of non - compliance the Building Official shall be notified immediately so that appropriate action can be taken. Upon completion of the work, I will submit to the Village of Miami Shores a Certificate of Compliance with the Florida Building Code and a • ' roved Plans and Specifications. 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 • (305)823 -3938 • FAX (305)823 -9355 A , a 3 f Ad ,S'Aeu.t-eiwc.c4 L ko r en) r 0 >< `7t) Wet 11.0 X tPd rS t ° yC 0 6 r • P • Edward A. IANDERS P.E, CONSULTING ENGI - ERS Z0!!.. 76F 0:)7 0 " . #038398 (305)823 -3938 c: Zolfo it d zcitiu cs'Ba78 G e - z� Z /\1 G 7 S1. ci AA__ ay moil e 4 • • • • • • . • ` • • • • .• •• • • (4e 4,0,41 0.S /, (r 14 tr © cf-° °7 Edward A. LANDERS, P.E. CONSULTING ENGINEERS ! 3 - Q,77 ' .. 3 _ e dd 066 AC - C; 0 ( 0. (.4 3 Tut 06, P.E. #038398 (305)823 -3938 • • -••• • • • ••• •• .•• • • • •• •• • • • • • • • • • • • • • ; • .••• • • • • • • • • • • • • • ••• • • • • ••• . • • • • • •• • • • • . • • • • • • • • • • • • • • • _ • •, • • • • • • • • • • • • • • •• • ••• ••• -• • • 7 / ` 41 Z -- 1--0.6 Z_- rG) S r?".a (:e . • Vvr-w= Is3 xi:5n - 06 ki 0 (6 0 614 1 Edward A. LANDERS, P.E, CONSULTING ENGINEERS Pl 141143 :6A1. • 4 (Lao 1.4i;* �. • • k fr '4 fl • . • • • ••• •• • •••.••• • • • • • • • • • • • ••• • • • • •. • P.E. #038398 (305)823 -3938 3'7-0 I rCF 'W ytr X330 4 76F 2 O 6? 13 GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.440 0.440 0.440 GCp ( -) -0.870 -1.889 -1.889 PRESSURE(psf) 28.7 28.7 28.7 VERT. COMP. 27.6 27.6 27.6 HORIZ. COMP. 8.0 8.0 8.0 SUCTION(psf) -48.6 -95.9 -95.9 VERT. COMP. -46.7 -92.0 -92.0 HORIZ. COMP. -13.6 -26.8 -26.8 a a a a 2 1 2 2 1 2 3 3 3 3 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 3301'fj .7,(3p618v Copyright 2000 by Tondelli Engineering, P.A.: •I�m • • • • • • • • CUSTOMER : GONZALES RESIDENCE JOB NUMBER : 262 NE 93RD STREET, MIAMI SHORES, FLORIDA. • DATD : 2W DESCRIPTION : WIND PRESSURES UPLIFT • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 14.0 FT * ** COMPONENTS AND CLADDING * *;• • • Kh = 0.849 Kz = 0.849 • • P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 • • 11 • • • • ••• • •• ••• •• • • • • • • • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 21.0 FT CORNER DISTANCE, a = 3.0 FT -9 . 0 4-10, U -P7 -o EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 3301 • :(30}5182k; 3.39• Copyright 2000 by Tondelli Engineering, P.A.: 'Tam4a,;,f1Dti2ia: • • • • • • • • • ••••••• •••• CUSTOMER : GONZALES RESIDENCE JOB NUMBER : 262 NE 93RD STREET, MIAMI SHORES, FLORIDA. • DATE : 2✓9/2.006 DESCRIPTION : WIND PRESSURES WALL PRESSURE WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 WALL WIND LOADS SIDE WALLS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEW • ; * • •• • BUILDING DIMENSION NORMAL TO WIND DIRECTION = 22.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 22.0 FT MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 7.0 FT Kz = 0.849 ROOF SLOPE = 3.50 : 12 (16.26 DEG) WINDWARD WALL : Cp = 0.80 P = 23.2 PSF, GCpi = 0.18 P = 39.8 PSF, GCpi = -0.18 LEEWARD WALL : Cp = -0.50 P = -28.0 PSF, GCpi = 0.18 P = -11.3 PSF, GCpi = -0.18 : Cp = -0.70 P = -35.9 PSF, GCpi = 0.18 P = -19.2 PSF, GCpi = -0.18 Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • . • •• • • • • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF yc, ('_f 1( 3 = 37, 1 s MIA M IDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of Wood Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County 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.: 02- 0102.03 EXPIRES: 01/11/2007 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/07/2002 11s045000I1pc200011templates \notice acceptance cover page.dot Internet mail address: postmaster@buildingcodeonlinc.com • • .•. • • • ••. .• •. • • • .• .. • MIAMI -DADS tOLINTE',, rIIDIZI13A METRO -DARE FC,A i •El EitUCLDIAG. :. BUILDING CODE COMPLIANCE OFFICE METReDA Dt.FLAW ERBUiL . •. 140 WEST FLALL6ItSTREtT, IUcCE 3 : : . 1y11A $ y.FLO$111A14r30- 15'53' ••• (305) 375 -2901 FAX (305) 375 -2908 CONTRA(4FOR L■CENSINCtSECTO3N • • (305.375 -252 F; 4(305)7f -2558 • • • • CONTRACTOR.ENF0RCEl1MENT DlVf64 ®N. • • (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com • •• • • • • • • ••• • • • • •• • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• United Steel Products Company ACCEPTANCE No.: • • 42- 0102.03 • . • • ' . • • • • • • • • • • APPROVED: • ; •• Ftbrtkaty 7,'2102' • • EXPIRES;. , . hnupry 1J 00.7 • ...••.• • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIMI • • • • 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 01- 0417.10, which was issued on August 9, 2001. It renews the approval of a wood connector, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors and its components shall be constructed in strict compliance with the following document: Drawing No TAP - TAPR -TAPL, Sheets 1 through 2 of 2, titled "Wood Connectors," prepared by manufacturer, dated 6/12/01, signed and sealed by Thomas A. Kolden, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Douglas Fir or better with a specific gravity of 0.50 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. R'• Rodriguez, Chie Product Control Division o • ••• • • • ••• 0 0 •• • • • •• •• • o • • • • • • • • • o • • ••• • • • o • • • • • • • o • ••• • • • • ••• United Steel Products Company ACCEPTANCE No.: • • 02- 0102.03 • • • • • • • • • • • • • • • • • • • APPROVED : :.. t'fbrdefy 7, war . • EXPIRES:. , January 1J, ;007_ • •••• • NOTICE OF ACCEPTANCE: STANDARD CONDITJ(r ; • • • 1 • • ; • • • • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodriguez, Chief" Product Control Division PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 133% STRAP PLATE w H CL STRAP PLATE NA LS BOLTS NAILS _ BOLTS IOd 16d l/2'. SGP2- 14. 1/4'. 1 5/8 18 1/4. 1 1/2• 10 • - (1> 1/2'• 1395. 1510 . SGP3 • 14- 1/4'. 3 • 18 1/4 1 1/2. 12 . 2 (1) 5/8'. 1675 1815 825 14 - 3 1955 • 2115 1240 • 16 4 2235 2405. 1655 • 1D. 5 • 2405. 2405- 2065. GENERAL NOTES GIRDER TRUSS STRAP (SGP 3> ANCHOR BOLT 1 /2'X 0' WITH STANDARD WASHEER OVER 1/4' WASHER PLATE INCLUDED WITH SGP ANCHOR STRAP. MINIMUM HEADER THICKNESS 2'. 1) 111E APPROVED PRODUCTS SHALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURE QUALITY GRADE 33 CHIN YIELD 33KS1) AND A MINIMUM GALVANIZED COALING OF 060 PER ASTM 525 2) FASTENERS ARE COMHON WIRE NAILS 014 BOLTS IN SINGLE SHEAR AS SHOWN. AND NOTED ON EACH APPROVAL 3) ALL INSTALLATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE 4) ALLOWABLC LOADS ARE BASED ON NATIONAL DESIGN SPECIFICATIONS FOR v(300 CONSTRUCTION 1997 EDITION, FOR SOUTHERN PINE 1SG^0.557 OR BETTER AND TEST PERFORMED IN ACCORDANCE WITH ASTM D -1761. 0) ALLI7vADLE LOADS 105 WIND UPLIFT HAVE ALREA01 (WEN INCREASED BY A DURATION LOAD OF 3 AND NO FURTHER INCREASE IS ALLOYED, FOR OFFICE USE UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 WOOD CONNECTORS DATE+ DRAWING NUMBER SHEE NUMBER: GIRDER TRUSS STRAP CSGP2) V';Dh TIE !!!.D:.. „ CODE AUG 0 20pj_ - BO.; .. . . . TCE ACCT P ::;':1 04 7. I 0 9411�? SGP J_4F _ _ PRODUCT RENEWED ACCEPTANCE No. O Z I AL .05 EXPIRATION D Uhf gB DUCT CONTROL !VISION BUILDING CODE COMPLIANCE OFFICE • • • • •• 0 \ • •••• • •• • g. ► • • Do • • 1`� • • • • •• •• / •• •••••• 1 • ((� •• • • • •• • • • • • • •••• • •• •• • "•g NUM DE� 4 .9899 .. •• •••• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 133% H NAILS 10d 16d TAPE 14 8 5 700 755 TAP10 14 10 6 840 905 TAP12 14 12 8 1055 1055 TAP14 14 14 10 1055 1055 TAPI6 14 16 11 - 1055 1055 TAP18 14 18 12 1055 1055 TAP2O 14 20 13 1055 1055 TAP22 14 22 14 1055 1055 PRODUCT CODE GAUGE DIMENSIONS FASTENERS LATERAL LOADS H JOIST PLATE Al A2 TAPL12 14 12 (6) 10dx1 1/2 595 880 TAPLI4 14 14 (6) 10dx1 1/2 595 880 TAPLI6 14 16 (6) 10dx1 1/2 595 880 ALTERNATE FASTENING SCHEDULE FASTENER SCHEDULE UPLIFT 133% FASTENERS PER STRAP SIZE 5 7 9 11 13 10d 700 975 1255 1350 1350 16d 755 1065 1350 1350 1350 PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 133% H NAILS 10d 16d TAPR28 14 8 5 700 755 TAPR210 14 10 6 840 905 TAPR212 14 12 B 1055 1055 TAPR214 14 14 10 1055 1055 TAPR216 14 16 11 1055 1055 TAPR218 14 18 12 1055 1055 TAPR220 14 20 13 1055 1055 TAPR222 14 22 14 1055 1055 EMBEDMENT LINE MINIMUM HEADER THICKNESS IS 2'. MINIMUM EMBEDMENT IS 4'. 15 /1G' 4' 1 RIVETED TRUSS ANCHOR (TAPR) TRUSS ANCHOR (TAP) MINIMUM HEADER THICKNESS IS 2'. MINIMUM EMBEDMENT IS 4'. GENERAL NOTES Al LATERAL TRUSS ANCHOR (TAPL) A2 1.) MINIMUM EMBEDMENT 1S 4'. 2.) THE JOIST PLATE S MADE OF 18 GA STEEL 3.) IN - ORDER TO USE LATERAL LOAD TABLE, 3 FASTENERS PER STRAP ARE NECESSARY. PRODUCT RENEWED ADCEPTANCE No. OL — o 1 p2.03 EXPIRATION DATET�� W�I BY J 0&0 CONFROLD/VISION BUIU)INO CODE COMPUANCE OFMCE 1) THE APPROVED PRODUCTS SMALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURE QUALITY GRADE 33 <MIN YIELD 33KSI) AND A MINIMUM GALVANIZED COATING OF G60 PER ASTM 525. 2) FASTENERS ARC COMMON WIRE NAILS OR BOLTS IN SINGLE SHEAR AS SHOWN, AND NOTED ON EACH APPROVAL. 3) ALL INSTALLATIONS SHALL BE DONE IN ACCORDANCE VITH THE MANUFACTURES INSTRUCTIONS, THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 4) ALLOVABLE LOADS ARE BASED ON NATIONAL DESIGN SPECIFICATIONS FOR VOOD CONSTRUCTION 1997 EDITION, FOR SOUTHERN PINE <SG =0.55) OR BETTER AND TEST PERFORMED IN ACCORDANCE WITH ASTM D -1761. 5) ALLOVABLE LOADS FOR VIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 335 AND NO FURTHER INCREASE 1S ALLOWED. •• •• •••• • • • • • •••• • • • • •••• • • • •• • •••• • • • FOR OFFICE USE heeh ".lb 1.11 INE SOUIII 10916 CODE D!,TE 2001 rr 131111011:6 ENV.: CO;i.,i.. ACCEPTANCE I10. _OL O91 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 WOOD CONNECTORS DATE 06/12101 DRAWING NUMBER! TAP-TAPR-TAPL SHEET NUMBER 2 ore • • • • • • •••• lY • • •••• •••• • • • • • • 11- I1371AS A. IZOLDEN, P.E. • %a • •C W to NU14BC.fit.4$ 5 0 8 99 • • • i • • • • • • • •• • •• • • • MIAM PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Bog 80) Montgomery ,MN 56069 • • ••• • • • . ..• •. •• • • • •• .• • • • • • • • • • • • MIAMI- D�DECOI•jIV'�,�RIA�A ; METRO -DAIDE FLAMER BUILDING' • • BUILDING CQDE QOMPLIANC1 OFFICE • MET$OADZr` G: :. 140 WEST GLER STREET, SUITE 1603• • • • FLOW:RA 33130 -1 X63' • • (305) 375 -2901 FAX (305) 375-2908 coNTRA141 ticTIVITV tigCribl% • • (3051375s2617 FAX (3.05 )37558 • • . • • • • • . • CONTRACTOR ENFORCEMENT DIVISION' • (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: IJSP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County 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- 0912.05 EXPIRES: 10/09/2008 Raul xoanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE❑ This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 11 /01 /2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Us04500011gc2000\1temp!ates1notiae acceptance cover page.dot Internet mail address: postmaster@buildingwdeonline.com buildiingcodeonline.com Homepage: http : / /www.bulldingcodeoaline.com United Steel Products Company. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 2 • • .•. • • • .•• •. •• • • • •. •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• ACCEPTANCE NO: 01- 0912.05 . • • • • • .. .. • • .. • .. • APPROVED: it °V :p. 2 „ :•: :.::,: EXPIRES: 10/09/O0Q8 , : : • ' NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • ' • • • • • • • ••• . • 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 12/07/2000. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 My other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division United Steeel Products Company. • • ••• • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• ACCEPTANCE•NOa 01- 0912.05 • • • • • • • .. • • • • • APPROVED: NOV D• 12 : • • • • • • EXPIRES: 10/09/2048 • • • • ••• • • • • • • • • NOTICE OF ACCEPTANCE STANDARD CONDITIONS. • . • • . ••• • • • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions ofthis Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Product Code Dimension L Fasteners 18d Allowable Load Down 100% Uplift 133% RT8 8" 8 340 -- RT10 10" 8 456 -- RT12 12" 8 465 ---- RT14 14" 10 665 765 RT16 18" 12 880 906 RT18 18" 14 796 1020 RT20 20" 16 905 1020 RT22 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 28" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 1020 1020 RT34 34" 18 1020 1020 RT36 38" 18 1020 1020 RT38 38" 18 1020 1020 RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 Product Cade Dlmensian Length Fastener 10d x 1.6" Allowable Load Uplift L1 L2 TAl21TAl2R 12" 5 — 215 245 TA14ITA14R 14" 8 830 216 246 TA16fTA16R 16" 6 830 215 246 TA18fTA18R 18" 7 970 215 345 TA20/TA20R 20" 9 1040 215 345 TA221TA22R 22" 10 1165 255 345 TA24/TA24R 24" 11 1770 265 345 1—I 1 — RT RAFTER TIE SERIES 14 GAUGE 1) Number of fasteners shall be equally divided between rafter and stud 2) Penetration is assumed to be 1 112" into wood Notes 1) 3) 4) 6) TA /TAR TRUSS ANCHOR SERIES 14 GAUGE 11 are loads applied parallel to bearing wall L2 are bads applied perpendicular to bearing wall Minimum embedment of ties 4" Allowable loads for uplift L1 and 1.2 are net to be combined Minimum nail peratratton t6" ROM CT ee1I1 fbi GIIi51111 ®u1L61t6 con otaPILOCE ACCEPTANCE MCI-0112.0$ 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF 690 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION 4 1993 ERRATA. FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) 4 TEST PERFORMED IN ACCORDANCE WITH ASTM D1761 GENERA NOTE TA R TA ..e• • • e • •ogre. 90980* • tAITEB STR.4 e liR O)WCTS COMPAN Y / * 9 •OARS DRIVE, 0114T11e4RY. NN 560 PMN• 0307 364 - 7333 • • - • • • •R? • AND ,SJ F)IES • 46 •••• . •9.S .49,1: THDMA3 LaLLEN KOLDEtL �• • • 61'OO PRWtt5 ENGINE2R"CCICit) • • RARDIA REC. NO. 50899 •. . 46••46 ••- •• 9CCl - p.... 4/9041 4 S. • • •.1• f MDADE • • ••.. • • • • • • .• • • • •9•• 046.0 • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Co. 703 Rogers Drive. Montgomery, MN 56069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors UGTS Series & LUGT2 APPROVAL DOCUMENT: Drawing No.102 -2, titled UGTS SERIES (Uplift Girder Tie down Short) & LUGT2 (Light Uplift Girder Tie down)" sheet 1 & 2, with revision No. 1, dated 04/16/03 & 02/07/03, prepared by United Steel Products Company signed and sealed by R. W. Lutz, PE, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA chats be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0128.04 and consists of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by Can ont PE. iv 0.9 0 3 • • ••• • • • ... •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -j7AUF FLAGLFR. BIAPING. • 140 WEST FLAdLSR S.''1'itLtET,NUI:1 16b3: I FLORIQ4 33 flt 1563 . • (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • • • . • • • • • • • •• 0 • • • • ••• •• NOA No: 03 -0219.02 Expiration Date: June 20, 2007 Approval Date: October 09, 2003 Page 1 • .. • • • • United Steel Products Company. • • •• • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE PAGE • • ••• • • • • A DRAWINGS • • • 1. Drawings prepared by United Steel Products Company, titled "UGTS SERIES Pa . �fft Gp dpr ; • , • • • • • Tie down Short)& LUGT2 (Light Uplift girder Tie down) ", Drawing No. 102 -2, 3heet3' No. 1' &' • "' •• 2, dated 04 /16/03 & 02/07/03 with revision No. 1, signed and sealed by R. W. Lutz, PE. B. TESTS Laboratory Report Test Date Engineer. 1. Stork 031205 ASTM D1761 12/30/01 J. D. Lee, PE. 2. Stork 031205 ASTM D1761 11/30/01 J. D. Lee, PE. 3. Stork 031205 Revised ASTM D1761 04/18/02 J. D. Lee, PE. 4. Stork 301802- 508833 ASTM D1761 11/19/02 J. D. Lee, PE C. CALCULATION 1. Calculated capacities of UGTS/USC Rafter Ties, pages 1 and 2, dated 01/15/02, prepared by R. W. Lutz, PE. 2.Calculated capacities of LUGT2 Light Uplift Girder Tie, pages 1 through 3, dated 01/16/02, prepared by R. W. Lutz, PE. 3. Calculated capacities of UGTS Series Uplift girder Ties, pages 1 through 3, dated 01/31/03 signed and sealed by R. W. Lutz, PE. D. QUALITY ASSURANCE. 1. Miami -Dade County. Building Code Compliance Office. E. STATEMENTS 1. No- financial interest letter issued by USP Lumber Connectors on 01/18/02 and signed by R W. Lutz, PE. 2. No- financial interest letter issued by Twin City Testing Corporation, on 11/30/01, signed by J. D. Lee, PE and notarized by C. L. Jacobson. 3. Code compliance letter, prepared by USP Lumber Connectors on 01 /18 /01,signed and sealed by R. W. Lutz, PE. 4. Confirmation letter verifying capacity of 3 % Power Wedge Anchor with 5" embedment, prepared by Power Fastener on 07/22/03 and signed by M. Ziegler. 5. Confirmation letter verifying letter of Powers Fasteners to United Steel Products, prepared by Stork Twin City Testing Corporation on 07/30/03, signed and sealed by J. D. Lee, PE. E -1 • • ••• • • • • •• O • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • o • ••• • • • • • •• andi 1 F. Font PE. Sr. Product Control Examiner NOA No 03 -0219.02 Expiration Date: June 20, 2007 Approval Date: October 09, 2003 PRODUCT CODE 2 H a UGTS3F 0/12 UGTS4F 0/12 UGTS43 4/12 UGTS44 UGTS53 UGTS54 UGTS63 UGTS64 UGTS73 UGTS74 UGTS83 8/12 UGTS84 8/12 ALL UGTS PRODUCTS ARE 10 GAUGE MATERIAL. TRUSS /RAFTER PITCH RANGE BETWEEN 4/12 & 8/12 4/12 5/12 5/12 6/12 6/12 7/12 7/12 9 ' MINIMUM EDGE DISTANCE FASTENERS SCHEDULE RAFTER/ TRUSS (8) 10d (8) 10d <8) l0d (8) 10d (8) 10d <8) 10d <8) l0d <8) 10d (8) 10d <8) l0d (8) 10d (8) lOd CONTINUOUS REINFORCEMENT meg b7 =1,4.3 Mc- CONCRETE/ MASONRY WALL (2) 3/4 (2) 3/4 <2) 3/4 <2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 (2) 3/4 1/8' X 3 1/2' 70XX WELD (TYP) WIDTH 4 3/4 6 1/2 4 3/4 6 1/2 4 3/4 6 1/2 4 3/4 6 1/2 4 3/4 6 1/2 4 3/4 6 1/2 ALLOWABLE LOADS UPLIFT 133% 6390 6390 6390 6390 6390 6390 6390 6390 6390 6390 (2) 3/4 (2) 3/4 6390 6390 03/4' X 6 1/4' LG. POWERS WEDGE —BOLT (MINIMUM EMB. = 5') (MANUFACTURED BY POWERS FASTENERS, INC.) 2000 PSI MASONRY TIE BEAM (C -90) DATE' 4/16/03 SHEET1 1 OF 2 $A v QE)/ ED _sa GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF33X FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19X OR BETTER). ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. „ •••• , UNITED STEEL PRO'DIYCTS .COMPANY. 703 ROGERS DRIVE, NDNTGDMERY, Nit 56 PHONE ;50 ,464 NAME, UGTS SERIES .••• ;••• (UPLIFT GIRDER•.T.d•ED❑WII"SH ❑RT•� • •• ROBERT W. LIM”: •••••• PROFESSIONAL "ENGINEER '<S"112UCTURALS FLORIDA REG: 1tc • 55409 • •••• • DRAWING NO.• 102 -2 REVISION NM..., •• •• • 1 we • • • • MDADE • • • • • • • • • POWER STUD NOTES 1) Li ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE COMBINED. GROUT FILLED CONCRETE BLOCK (C-90) WITH 2000PSI GROUT Wrodud Control L'ivfs:am ::e USED T':tr Florida 1) 0-o . l4.• 2 3) NAME, LUGT2 DATE' 2/7/03 SHEET; 2 OF 2 1/4 X 3 1/4 POWER STUD (MIN. EMB. 2') (MIN. EDGE DIST. 3') CMDN. SPACING 2 1/2') GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER AND MOISTURE CONTENT OF 19Z OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761.•••• UNITED STEEL PRaI)prgTS .rO2WPAIVre 703 ROGERS DRIVE, MONTGOMERY, MN. 5449 RHONE 'I, A4 -7333 • (LIGHT UPLIFT 4,Z_ IER ET•1E •DOVM_ ROBERT W. Llii ••• •••• • • PR❑FESSIONAIa. P.l ONEER dBT UCTURAIa• • FLORIDA REG.. NEI .55409 • • DRAWING NM • • • 1QZ :0 •••• • • •. • MDAIIE.. •. •.•. • • ■ • FASTENERS SCHEDULE ALLOWABLE LOADS PRODUCT 100% CODE RAFTER/ PLATE CONCRETE TRUSS L1 L2 UPLIFT LUGT2 14 (16) lWd (2) lCd (5) 1/4' DIA. 1220 460 1850 POWER STUD NOTES 1) Li ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE COMBINED. GROUT FILLED CONCRETE BLOCK (C-90) WITH 2000PSI GROUT Wrodud Control L'ivfs:am ::e USED T':tr Florida 1) 0-o . l4.• 2 3) NAME, LUGT2 DATE' 2/7/03 SHEET; 2 OF 2 1/4 X 3 1/4 POWER STUD (MIN. EMB. 2') (MIN. EDGE DIST. 3') CMDN. SPACING 2 1/2') GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER AND MOISTURE CONTENT OF 19Z OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761.•••• UNITED STEEL PRaI)prgTS .rO2WPAIVre 703 ROGERS DRIVE, MONTGOMERY, MN. 5449 RHONE 'I, A4 -7333 • (LIGHT UPLIFT 4,Z_ IER ET•1E •DOVM_ ROBERT W. Llii ••• •••• • • PR❑FESSIONAIa. P.l ONEER dBT UCTURAIa• • FLORIDA REG.. NEI .55409 • • DRAWING NM • • • 1QZ :0 •••• • • •. • MDAIIE.. •. •.•. • • ■ • BUILDING PERMIT APPLICATION FBC 2004 Contractor's Address City Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Is Building Historically Designated YES NO Value of Work For this Permit $ Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing • Mechanical Roofing 61(r Owner's Name (Fee Simple Titleholder) 1) 6 ( 0.i&-- �-!°''• Phone # 3 - Z o (_ - '-' - Owner's Address -2 ( 2 A el 3 .f , r • City r, , J . .1' t :ZS State /L- Zip •7 -3(P Job Address (where the work is being done) --9 2 ✓ ` C c) S f — , S 7 - 1 - 1 k City Miami Shores Village County Miami -Dade Zip '7 7 � i ,� ; FOLIO / PARCEL # Contractor's Company Name Ta L y 4 t } Phone # (11 C ,^ S � � V State i Z Zip 13/_)( Qualifier Name -��-s ."- cl j C L4 Phone # rt j State Certificate or Registration No. C / c, U Certificate of Competency No. Architect/Engineer's Name (if applicable) ti" /) Phone # 2 3 1 %_11 • Square / Linear Footage Of Work: 4' , Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: e � �� ( s p -+' ,J * **** *** * * ** ** * * * * *** * * * * *** **** * ** *** F ees **** *, ** * * * * ** * ** * * * * * * * * * * *** * * * * * * * ** * ** lCy Submittal Fee $ Permit Fee $ ' ) CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ,a° r _. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law 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 ;c t : .site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notic,t', :he 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 The foregoing instrument was acknowledged before me this day of ,20,by day of ,20,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02108/06) Signature NOTARY PUBLIC: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -3008 Permit Number: RC -12 -05 -1241 Inspection Date: 07/17/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments Friday, July 14, 2006 Block: Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 1 of 2 (Le _ Passed 1 Inspector Comments 1 Failed - -- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -3008 Permit Number: RC -12 -05 -1241 Inspection Date: 07/17/2006 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments Friday, July 14, 2006 Block: Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Page 1 of 2