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RC-07-1501Permit Type Owner Subdivision/Project t o Construction Type Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 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: 42 NE 107 Street Miami Shores FL 33161 -7030 Location s 'i Residential Construction JEFFREY LAWRENCE GARAGE REMODEL, ADDITION Certificate of Occupancy Not Transferable POST IN A CONSPICUOUS PLACE Bldg. Permit No. RC -7 -07 -1501 Contractor HARVEST TRUST DEVELOPMENT GROUP Date Issued 01/22/2010 Occupancy Single Family Project Address 42 NE 107 Street Miami Shores Village, FL Owner Information JEFFREY LAWRENCE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due Bond Type - Contractors Bond CCF CO /CC Fee DBPR Surcharge Education Surcharge Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $13.20 $150.00 $0.25 $4.40 $660.00 $60.00 $0.25 $60.00 ($250.00) $16.50 $1,014.60 Building Department Copy Tuesday, September 11, 2007 Permit Issue Date: 911112007 Permit NO. RC -7 -07 -1501 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Expiration: 03/09/2008 Parcel Number 1121360070130 Block: Lot: 42 NE 107 ST MIAMI SHORES FL 33161 -7030 Contractor(s) Phone HARVEST TRUST DEVELOPMENT GR Cell Phone Total $ 0.00 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Amt Paid 1 Amt Due $ 0.0 $ 0.00 Phone Valuation: Total Sq Feet: Approved: In Review Comments: MUST COMPLY WITH CONDITIONS OF APPROVAL: Date Approved: : In Review Date Denied: 7/19/2007 Type of Construction: GARAGE REMODELING Stories: ADDITION Front Setback: 25 Left Setback: 12.10 Bedrooms: 4 Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: 12.10 Bathrooms: 2 Certificate Status: Additional Info: Classification: Residential IA; 014 3EP PAID Applicant JEFFREY LAWRENCE Available Inspections : September 11, 2007 Date Cell $ 22,000.00 50 Inspection Type: Termite Letter Window Door Attachment Tie Beam Ceiling Grid Shutter Final Slab Window and Door Buck Framing Drywall Screw Fill Cells Columns Insulation Final PE Certification Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume 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. 1 GARAGE REMODELING AND TOWER ADDITION DEC 1 9 2007 0,6 t ?A Passed Inspector Comments t alt ? Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until tntpet n �r Inspection Date: 12/19/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, December 18, 2007 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 Parcel Number 1121360070130 Lot: Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30 ) 79 .2204 Fax: (305) 756.8972 Ob a710 Permit Type (circle): Building aIii / fi rr Roofing Owner's Name (Fee Simple Titleholder) e c t Law e4-®i ►e a Phone # 3 0,5 - 71-0 • `°7 to, Owner's Address 42 (VS 1 SA cit 'M 104 4 SkorP S State t Zip 331 t 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO /PARCEL# Z(3(� -� ©d J 3 0 Is Building Historically Designated YES NO 7 Contractor's Company Name t' 6 Y ves 1 WSt O eJ€ q 9 yy..4v Phone # 3a `�t' 4 - 0,92_ Contractor's Address S' D t X 1 e ( u �,, , City 'NA et w4A State ¶ t Zip Qualifier N a m e L U CI C t k v � � ✓ y� p� v . p(e Z Phone # 3 .s 41 C - o State Certificate or Registration No. 13 2-clod o Certificate of Competency No. Architect/Engineer's Name (if applicable) k Ca be.,( _Phone # 3o5- 524- - 3031 Value of Work For this Permit $ oa®� Square / Linear Footage Of Work: '.k M Type of Work: DAddition Describe Work: 41�•C.� Iteration 42- t46 t u- 5 . County Miami -Dade Zip '31 Permit No. Master Permit No v-00 IS Repair/Replace &Oi n BY; _�._e_ee___ 3os' =720- 7 '4o 331 S 0 Demolition. rs"/ 1 Submittal Fee $ ?- W Permit Fee $ 62 6 '---- . CCF $ l 3 . ZO CO /CC I 0 Notary $ Training/Education Fee $ 4 , 40 Technology Fee $ t CO -50 Zoning Scanning $ ,✓�� 11 Radon $ DPBR $ Bond $ �.� i� . JV Code Enforcement $ Double Fee $ Structural Review. $ 6 Oz Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdictiot I understand -thit a se iarate permit ttiust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged (Revised 02/08/06) Signature ��y Si Agent The foregoing instrument was acknowledged b efore me this The foregoing ins 4 ' ent was acknowledged before me this 9 day of Still , 20 a') , by JG 4- W A)4 Pi✓y`t,2._ , day of J at y , 20 01, by LUG toot o fese eZ who is personally known to me or who has produced y2(we ( who is personally known to me or who has produced cm vow, t.-1. C . As identification and who did take an oath. C.. as identification and who did take an oath. NOTARY PUBLIy: NOTARY P � : C: r Si Print My Commission Expires: APPLICATION APPROVED BY: 4; ' • EXPIRES November 19 201 7)398 -0153 Floritlallotarygervice.com •11�,,_ GEOR jIE MARQUES Sign: • MY COMMISSION # DD818172 Print: EXPIRES November 19, 2010 (4071.1g8-Q153 Floridallotary8ervtce.com My Commiss bxpir . #,t>it*a*** * **** * * ** ** **** ** qtr * , r , r 4 *at*** ** ** * *** *** *4******** * * * *** *4ir** ** ***** ** *,r ** ** tic ** *,r *** *** * * *** ** * * ** 27 M/ .5 1 u G�, Plans Examiner Engineer Zoning PERMIT # ' (n- C DO I CONTRACTOR: 1, f f . j T )11 1 f . SUBMITTAL DATE: 0 t V 01 ADDRESS: ill i\i [(71 SI- . NAME: RESUBMITAL DATES: , o'&2..4 al I' Tvaittr-e PROJECT TYPE ■ an Lap /1W • 94170 MN 7rl /o-1 �ID Cr? ZONING FIRE L7/<- 27h4 b lie 7 STRUCTURAL IMPACT FEES ,Z40Jiel.Yelz ELECTRIC • L HRS /DERM U = �� G N OC 4.! - ) 1 MEC NICAL i ; BL I�i q Print NOTICE OF COMMENCEMENT A RECORDD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 l 2134 007-- f7/30 differ 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: p it 0 igCS M t A.t sl A 5 I is r pro 3 r X2--33 (.off' s BUG 26? 2. Description of improvement: r 1)-ebi&odej I,ylg C IC L. •E 3. Owner(s) name and address: 3 -- e - *re i ( � v eut G. r_ Interest in property: Name and address of fee simple titleholder. 'TE.' Y W . • LitA4 L.�s c t &Nc7 F ,4+.,,D6 - > , . -- t84gr s. OtQie (Jr vt 04 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: F FLORIDA, COLIN 4. Contractor's name and address: Amount of bond $ 6. Lender's name and address: l� w A/15, to 1 41itat ( t! q& n& WITNESS ~� J' 7. Persons within the state of Florida designated by Owner upon w%om noti.� be served as provided by Section 713.13(1)(a)7., Florida Statutes, p �1 Name and address: 46 ee..r Ur S i t e 4112c y u 1,8041 , L 3? Ks 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a t date is specified) wner's Name 1/ Sworn to and subscribed before me this (4 day of Seer Notary PublicN��, Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8102 EXPIRES November 19, 2010 FbtidaNwarySe vice.oan , 20d1. 111111111 11111 1111111111111111111111111111111 CFN 200780911304 OR Bk 25926 Ps 3794; tips) RECORDED 09/14/2007 15 :47:34 HARVEY RUVIN, CLERK OF COURT MIAMI -DARE COUNTY, FLORIDA LAST PAGE Prepared by 6etirS e s Planning and Zoning Criteria 08/30/07 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Planning and Zoning Criteria and Comments Approved: In Review Date Approved: : In Review Comments: MUST COMPLY WITH CONDITIONS OF APPROVAL: CERTIFICATE OF USE RECORDED Issue Date: Not Issued Expires:Not Issued Folio Number:1121360070130 Owner's Name: JEFFREY LAWRENCE Job Address: 42 107 Miami Shores Village, FL Owner's Phone: Total Square Feet: Total Job Valuation: 50 $ 22,000.00 Contractor(s) Phone Primary Contractor 1 Date Denied: 7/19/2007 3) A covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose is recorded with the property. The completed "Declaration of Use" form and $25.00 fee for recording is to be submitted to the Planning Department within ten (10) days of this hearing date. Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Planning and Zoning Criteria and Comments Approved: In Review Date Approved: : In Review Comments: MUST COMPLY WITH CONDITIONS OF APPROVAL: Permit NO. RC -7 -07 -1501 Issue Date: Not Issued Expires:Not Issued Folio Number:1121360070130 Owner's Name: JEFFREY LAWRENCE Job Address: 42 107 Miami Shores Village, FL Owner's Phone: Total Square Feet: Total Job Valuation: 50 $ 22,000.00 Contractor(s) Phone Primary Contractor 1 Date Denied: 7/19/2007 3) A covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose is recorded with the property. The completed "Declaration of Use" form and $25.00 fee for recording is to be submitted to the Planning Department within ten (10) days of this hearing date. a n g and Zoning Crit ria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Owner's Name: JEFFREY LAWRENCE Job Address: 42 107 Miami Shores Village, FL Contractor(s) Phone Planning and Zoning Criteria and Comments Approved: In Review Date Approved: : In Review Comments: MUST COMPLY WITH CONDITIONS OF APPROVAL: Folio Number:1121360070130 Owner's Phone: Total Square Feet: Total Job Valuation: Primary Contractor Date Denied: 7/19/2007 3) A covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose is recorded with the property. The completed "Declaration of Use" form and $25.00 fee for recording is to be submitted to the Planning Department within ten (10) days of this hearing date. Naga VOW village e!dq Deftwr 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305. 756.8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: 'JUL 3 1 200! TO: L g()___FAX 71T2 T L 25 % FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: V Importance: normal ; urgent ; please reply • review ; recycle MESSAGE: -rACede arm -Pk) YY)ds gi9prl AViz pbuc -001,0,),11q • ry) c,�lnv peArlf (4)( yk. Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk 07/31/2007 16:30 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK * **** **************** * ** TX REPORT **m * ***** **** **** * * *** ** TX /R% NO 0792 RECIPIENT ADDRESS 93052552506 DESTINATION ID ST. TIME 07/31 16:29 TIME USE 01'04 PAGES SENT 3 RESULT OK �1l la+ut Skaaea 'Vi11age b"l4 ea'tmet 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305. 756.8972 www.miamishoresvitlage.corn FAX TRANSMITTAL COVER SHEET DATE: 'JUL 3 1 200? TOLL, FAX 7 T 2ff 25% FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: 6 Importance: normaN ; urgent ; please reply ; review recycle MESSAGE: 17]001 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Planning and Zoning Criteria and Comments Approved: In Review Date Approved: : In Review Comments: MUST COMPLY WITH CONDITIONS OF APPROVAL: Permit NO. RC -7 -07 -1501 ExPires:Not Issued Folio Number:1121360070130 Owner's Name: JEFFREY LAWRENCE Job Address: 42 107 Miami Shores Village, FL Owner's Phone: Total Square Feet: Total Job Valuation: 50 $ 22,000.00 Contractor(s) Phone Primary Contractor Date Denied: 7/19/2007 3) A covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose is recorded with the property. The completed "Declaration of Use" form and '0 fee for recording is to be submitted to the Planning Department within ten (10) days of this hearing dat Q(& c-) A 5 \O 0‘.0_\).\. vwcAust . July 26, 2007 Miami Shores Village Building Department 10050 N.E. 2n Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -1501 Job Name: Addition for Lawrence Res. Page 1 of 1 Building Critique Sheet 1. Provide Wind Load Design statement on plans as per Florida Residential Code 2004 and its 2005 Supplement. R4403.9 2. Provide Product Approvals for all windows and doors as required by FRC 4410.4 3. Address comments from the Planning and Zoning Dept. 4. Submit permit applications for Electrical, Mechanical, and Plumbing Contractors. New Driveway is to be permitted on a separate application. 5. Energy Calcs show proposed wall insulation to be R -11, provide wall detail showing how R -11 insulation will fit into a 3 /4" space. 6. Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. /2.2v /ee) • 9' 4 6 7 Claudio Grande CBO v� ✓�C 0� � 305- 795 -220 A6-1-: ' &we Stfi t' et_ NO . igyAtCr btaid i4/3/ L 42-- wbeo ,, : jj7 o aKoi b Rex BUILDING PERMIT APPLICATION FBC 2004 Cit M (Ntit s State EL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e Permit .No. , 3 - 7q Master Permit No. g 7 1 0( Permit Type (circle): Buildin r � R000fing Owner's Name (Fee Simple Titleholder) iet= e L ALA) (2- L Phone # Owner's Address 42- 0- 101 5 1 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Pc /1.A`e City r 1- 3 - (,oC tot °3 o Is Building Historically Designated YES NO FOLIO / PARCEL # Notary $ Scanning $ 5.00 Miami Shores Village County Miami -Dade Training/Education Fee $ Radon $ DPBR $ Phone # Zip C� 3 -c Contractor's Company Name -WAQ-JEST TtLcs tEklaCP1t- Contractor's Address g 4 + 12S City 10 t State 1(. Zip Qualifier Name L-U e - Phone # State Certificate or Registration No. 1 319 °' Certificate of Competency NO. 33 i5� Architect/Engineer's Name (if applicable) Phone # Value of Work For this r�at $ Square 1 Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition ********* **** ****** **** ****** *********F ** * * *** * ,x* * * * * * * * *** CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 38 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur wner or Agent The foregoing instrument was acknowledged before me this 13 The foregoing instrument was acknowledged before me this day of 1 l by 'b— , day of 20 c ,.b d � r , who is p� onally known to me r who has produced who is per nally known to me to has produced As identification and who did take an oath. as identification and who did take an oath., NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07 /10/07) NOTARY PUBLIC: Plans Examiner Engineer Zoning MIA t•OADE • • •• • • WILDING CODE COMPLIANCE O'FACE(BCCO) • PRODUCT CONTROL DIVISION Plq/MRPNIM7 1 M . A r CI [SI LA Gi A M1 VI Ci fh • • •0. • • • •• •• • • • •• O. ••....• • • • • • ••. • • • • • • • • • • ••• • • • • ••. • • • • • • • • NOTICE OF ACCEFTANNt i* Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Loclua, Florida 33054 •• • • ••. • ••• • • • • • • • • • • • • • • • • • • • • • • • • .•• .• • • •• • • • • • • ... •• • 140 "%r`I 1�1 WY 0 5 2007 BY: Of CEI V SCOPE: This NOA is being issued under the applicable rules aid 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 (AJ1J). 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 High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02868 -111, titled" 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L, Bennardo, P.B., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approvai date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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. Tf 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 ma acturer or its distributors and shall be available for inspection at the job site at the request of the Buildin u 'al. This NOA consists of this page 1 as well as approval document mentioned The submitted documentation was reviewed by Relmy A. Maker, P.E. 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E �•'' 4i i>d�l�c : 1..\ 2-7 A2.= 1 5. WALL .. 114' x 1- 54'(75850 ra1c Trap (71}* 210.07. 329451* 39112. L- 5:1015-1 7 -5 3141 - 05REL.9.0.1G'CR .e 12 94 9 5= 334 117.79° 249 x 1- NTanes PA.'7ET.1615E Rap 0 ° 2 ' 173 '&79 E . 733= 197 160' 11.0' 64" 5 130' 150" 159 135 42" war 1&r tar Sir 4.3' 167 160' 1611 146" 1312 16.4' 167 29.4 ' 1644' 1&7 1SW 73A° 430 13:3- 724- 15 S' 13.4' 1122 97' 97' 1613' 16.2 160' 157 15.41' 143 126' 1133' 4 1" 91" • LG �,I 55 3.32:2 M..er3 744'5143.33 ' 4 H5 31_5165 122 6 Y x 4 22512122212X0 5 ^A 11. 5 515 5524 °_ 213 950 ' V.3 3 33V =GO -5561 545 1559 91..0 +•`LL 12!2 SA1' 5t3.PN 959144@ 05-0.2.1 TY..56 S'1 21455 F' -9.3"5 Pte - `2: R asx 12 r4Gt2- 14 -S£3 - 1 :53 3 -''212 :1#2831 5'1'3'16 '5.T G 'Cw5�5 2J 9. 715':0:'6! 4 37.1222 42131 ,.f {;11:5-. 2933 :Sr 7i 2 asaG.1 0524. 3 ".411.2.4.5 1556 .t^TX 11X'3' 71154 J4i"55 GJ Gl :3.1•° • 185551 1219 - 53 32 21*N1 5 5 5515-<' Ga.C1:.',.s'3' 121 2.20 •xt�5021 12= '59115^. V+PS41H 911) 46TR.1.0.43215 41 Rx+t•7 =:9853 249) = law' • Yt- l.d'IF13iWD MOM. 77000 SCRS11 7=944= = 23009. "94 ° 6.5' 5-3' 4.3' 4.i 634 57 45- 3Y 17 -14 4.7 62' 4.4 3-3 3.3' 157 213" 922 142 4.9' 39° 4.2' 9.7 2.4' 1017' 30' az 0.r sr 5-.r 5.8 92 iY 37 31 `C I SF4C SCI-IEELUE t 'Y.� 3 r114 'E : 2 P.6 \5_s. 4 'iv'1° i �uticJ 1 z1' 0CGE 0 15 16 5 20 6 Cloud 044' r ••• • • • ••• • •••• • ••• • • ••• •••• • • • •••• • •••• • 8.15" EDGE019TARCE 23719GED152. Ur 47236269 p --InB k B R 0.0100 OF sPAN'sttarsa. 5.503 CANS 14012E sPAd15 3409[' 47015 11122 C5 #s C3 CS anvvnoti Sr. 1 0900 33 'tar 137 167 160' - 94 55 13,Q' 199 11.4' 1693" 1nH 1=91:194a SS 149' NO 10' 160' Tcp 05491071 55 147 9542' 30' 1290' ti */6) ° 3+ D) 72 119' 1248' 6.7 1a22' snatreasa 33 167 1117 143' 1930 414.- PC5'TSS1LIDS9T 45 666' 132 tar tea 537.2122121.213 4 55 122.2 550' 56 160' T 6 t) = 423 85 225' 166' 53' 16.17 16,1= _ 72 3122' 1565' S.r t.5-' ffss:2' 326623 39 16.6' 08.6' 123' 1647' Po4*4)1331s 45 260' 160' OS" 167 6.24/7999.9004q. 0 55 06.0' 166' 6.17 150- Tapp] =37251 55 11.2 166' 431' 130' Vaa9061= S65.06 72 1 617' tsar 4s 134' AN" 0R NO - 1E5: '. 55:55 Jena 351'339512 -1vt 23VAt .21 FOR ^1.'1139 133.3. 10Q P3L . 1i74 4 LE SS1•3 °= .rZ 3° PA _V- _LA7223s13T 551. 11710 10 1110321512223*1 2 5 5 ' 114.55.3:°521 37.1 1'5915117 2 22 633WP .2 'WE 3552.3 3354620'111(342.2 4".9 1" 152 5(14.'' t 2355 50361 22:1 02982C3. 5515049.12 3 c3t 99 5-x 17."1 0462 934 159 : -65-492 FOCAL 2/21.412 20 52. 3 5 219.:X 1"2eC:1E422 -1125 623 23551 36"10 rO 1= RC3 °' . :- QC'3 :ro V7FYs 5-9'5033 C7v 9.001321 39.59I046405514955i *120..0213752 4 2: +4;'s ' 1.* LL 55 2 - +V.COW 4.31 ,•$ 1595t1•c. 3=2 15555* 62.3. 3 ....VW 12 1155 rte. �5 13 (11 i' 520.12 4 55 55 9 3X221 :'W.4 Sr v1Qr. 43 20596 : uS2 5 24`2"" .T$ IWO Yc-1^ :h1* 0013' x!' c 1551(Pv6'1 ' 31 12].3 219 "9 ar...x PP.`.R° !.1733 1'1.1 222W FIE wdv v 1�GNCS &Co-E U! E �•'' 4i i>d�l�c : 1..\ 2-7 A2.= 1 5. WALL .. 114' x 1- 54'(75850 ra1c Trap (71}* 210.07. 329451* 39112. L- 5:1015-1 7 -5 3141 - 05REL.9.0.1G'CR .e 12 94 9 5= 334 117.79° 249 x 1- NTanes PA.'7ET.1615E Rap 0 ° 2 ' 173 '&79 E . 733= 197 160' 11.0' 64" 5 130' 150" 159 135 42" war 1&r tar Sir 4.3' 167 160' 1611 146" 1312 16.4' 167 29.4 ' 1644' 1&7 1SW 73A° 430 13:3- 724- 15 S' 13.4' 1122 97' 97' 1613' 16.2 160' 157 15.41' 143 126' 1133' 4 1" 91" • LG �,I 55 3.32:2 M..er3 744'5143.33 ' 4 H5 31_5165 122 6 Y x 4 22512122212X0 5 ^A 11. 5 515 5524 °_ 213 950 ' V.3 3 33V =GO -5561 545 1559 91..0 +•`LL 12!2 SA1' 5t3.PN 959144@ 05-0.2.1 TY..56 S'1 21455 F' -9.3"5 Pte - `2: R asx 12 r4Gt2- 14 -S£3 - 1 :53 3 -''212 :1#2831 5'1'3'16 '5.T G 'Cw5�5 2J 9. 715':0:'6! 4 37.1222 42131 ,.f {;11:5-. 2933 :Sr 7i 2 asaG.1 0524. 3 ".411.2.4.5 1556 .t^TX 11X'3' 71154 J4i"55 GJ Gl :3.1•° • 185551 1219 - 53 32 21*N1 5 5 5515-<' Ga.C1:.',.s'3' 121 2.20 •xt�5021 12= '59115^. V+PS41H 911) 46TR.1.0.43215 41 Rx+t•7 =:9853 249) = law' • Yt- l.d'IF13iWD MOM. 77000 SCRS11 7=944= = 23009. "94 ° 6.5' 5-3' 4.3' 4.i 634 57 45- 3Y 17 -14 4.7 62' 4.4 3-3 3.3' 157 213" 922 142 4.9' 39° 4.2' 9.7 2.4' 1017' 30' az 0.r sr 5-.r 5.8 92 iY 37 31 `C I SF4C SCI-IEELUE t 'Y.� 3 r114 'E : 2 P.6 \5_s. 4 'iv'1° i �uticJ 1 z1' 0CGE 0 15 16 5 20 6 Cloud 044' r ••• • • • ••• • •••• • ••• • • ••• •••• • • • •••• • •••• • 8.15" EDGE019TARCE ClOOM Ur 47236269 157 102 124' 157 i1OOM • x 7116..10 33 . 122 160' 3632' 7.5' 12.7 1010' 127 4 . 125 1621 69" 39' ,, r 139 -4 49 . .127 160' 15,0' 8.17 127 1617' 36' 35-' 125" 160' 33" 3.1" 39 5S 427 167 144' 51' 123 167 67 a.;.° 122' 155' 66" 7e26417 =35853 72 12.5 1517 9.6' 4.0' 123 16.9' 617 ..:..123 - F 1226' 6.0' Iteap519 9331 1 =6357 136 12 167 66' T;. 127 167 9' �.. 125' 197 60' 613499 6°01295 • 3z 11- 179 1 -1 25' 150' $x0' 7.' 52.3 1651 33' -' 127 133 53' 37 '.. 49 .12.7 S.8' 164' 1326' 8.r T2.7 137" 57 38' 1217 47 3-7 -.. 05215019141 15 :125' 130' 97 57 9,15 112' 4r 37 `...- 10$ 39" Tca4 ="Ti1.•A 72 125' 142' 53' 4r 6.23' 1414' 37' 1414" 39' 5mettet5 136 6.25' 1114 as' -...z:...: 6.17. tar 37 1 t r . 524 20.4' 3'3" x527 5 125' 13112 ia6' LS7 125' 1.3.' 87 .51 " 125' 43 4' 57' as +. ••", 9.55319 49 : 025' 1394' 133 19.7 '7.7 131' 5.9' 4.4' 559' 467 47 62' - 1013.1 0 50 023' 1531' 92' a7 625 11.0' 43' 14" , III.M"L 10.3' 37 537 TaoFt0 =5.aiss 72 527 143' 57 fig" '• -- MX 16' 537 627 10.3' 37 65' Yes 0p=?MSS 130 624' 1103 13' 57 1553" 11r 5.4''525" 103' 37 64 AN" 0R NO - 1E5: '. 55:55 Jena 351'339512 -1vt 23VAt .21 FOR ^1.'1139 133.3. 10Q P3L . 1i74 4 LE SS1•3 °= .rZ 3° PA _V- _LA7223s13T 551. 11710 10 1110321512223*1 2 5 5 ' 114.55.3:°521 37.1 1'5915117 2 22 633WP .2 'WE 3552.3 3354620'111(342.2 4".9 1" 152 5(14.'' t 2355 50361 22:1 02982C3. 5515049.12 3 c3t 99 5-x 17."1 0462 934 159 : -65-492 FOCAL 2/21.412 20 52. 3 5 219.:X 1"2eC:1E422 -1125 623 23551 36"10 rO 1= RC3 °' . :- QC'3 :ro V7FYs 5-9'5033 C7v 9.001321 39.59I046405514955i *120..0213752 4 2: +4;'s ' 1.* LL 55 2 - +V.COW 4.31 ,•$ 1595t1•c. 3=2 15555* 62.3. 3 ....VW 12 1155 rte. �5 13 (11 i' 520.12 4 55 55 9 3X221 :'W.4 Sr v1Qr. 43 20596 : uS2 5 24`2"" .T$ IWO Yc-1^ :h1* 0013' x!' c 1551(Pv6'1 ' 31 12].3 219 "9 ar...x PP.`.R° !.1733 1'1.1 222W FIE wdv v 1�GNCS &Co-E U! E �•'' 4i i>d�l�c : 1..\ 2-7 A2.= 1 5. WALL .. 114' x 1- 54'(75850 ra1c Trap (71}* 210.07. 329451* 39112. L- 5:1015-1 7 -5 3141 - 05REL.9.0.1G'CR .e 12 94 9 5= 334 117.79° 249 x 1- NTanes PA.'7ET.1615E Rap 0 ° 2 ' 173 '&79 E . 733= 197 160' 11.0' 64" 5 130' 150" 159 135 42" war 1&r tar Sir 4.3' 167 160' 1611 146" 1312 16.4' 167 29.4 ' 1644' 1&7 1SW 73A° 430 13:3- 724- 15 S' 13.4' 1122 97' 97' 1613' 16.2 160' 157 15.41' 143 126' 1133' 4 1" 91" • LG �,I 55 3.32:2 M..er3 744'5143.33 ' 4 H5 31_5165 122 6 Y x 4 22512122212X0 5 ^A 11. 5 515 5524 °_ 213 950 ' V.3 3 33V =GO -5561 545 1559 91..0 +•`LL 12!2 SA1' 5t3.PN 959144@ 05-0.2.1 TY..56 S'1 21455 F' -9.3"5 Pte - `2: R asx 12 r4Gt2- 14 -S£3 - 1 :53 3 -''212 :1#2831 5'1'3'16 '5.T G 'Cw5�5 2J 9. 715':0:'6! 4 37.1222 42131 ,.f {;11:5-. 2933 :Sr 7i 2 asaG.1 0524. 3 ".411.2.4.5 1556 .t^TX 11X'3' 71154 J4i"55 GJ Gl :3.1•° • 185551 1219 - 53 32 21*N1 5 5 5515-<' Ga.C1:.',.s'3' 121 2.20 •xt�5021 12= '59115^. V+PS41H 911) 46TR.1.0.43215 41 Rx+t•7 =:9853 249) = law' • Yt- l.d'IF13iWD MOM. 77000 SCRS11 7=944= = 23009. "94 ° 6.5' 5-3' 4.3' 4.i 634 57 45- 3Y 17 -14 4.7 62' 4.4 3-3 3.3' 157 213" 922 142 4.9' 39° 4.2' 9.7 2.4' 1017' 30' az 0.r sr 5-.r 5.8 92 iY 37 31 `C I SF4C SCI-IEELUE t 'Y.� 3 r114 'E : 2 P.6 \5_s. 4 'iv'1° i �uticJ 1 z1' 0CGE 0 15 16 5 20 6 Cloud 044' r ••• • • • ••• • •••• • ••• • • ••• •••• • • • •••• • •••• • 8.15" EDGE019TARCE ClOOM Ur 47236269 157 102 124' 157 79419 .0AG1CR51Y 45 30' 1617 6.5' 1540 55 06.0' 162 58' 197 T33519 "15153 55 SW 160' 44• 157 "6:4065- M37 72 87 167 4.4' 16401' 014x1213'17 1.0 39 16.12 19.0' sr "$.17- F8+E79.'103 .S15RE3 45 165' 166' 55 14.4 5 11.5' 167 30' 11.8 17.6940)" 3305'9 6S 69' 15.7 167 Iteap519 9331 72 53 142 18.4' : .3+5 - 4513 - 7.23511 3 19.9' 189' S0' 1517 613499 6°01295 45 ' 130' 18:62' 5-7 14.2' 9-1.493CflPFl E 30 117' 1640' 317' 91.7" 1 ()) 33411 8 S.8' 755' 20.? Wag 121?° 23230 72 5.7 T412' 10. ' AN" 0R NO - 1E5: '. 55:55 Jena 351'339512 -1vt 23VAt .21 FOR ^1.'1139 133.3. 10Q P3L . 1i74 4 LE SS1•3 °= .rZ 3° PA _V- _LA7223s13T 551. 11710 10 1110321512223*1 2 5 5 ' 114.55.3:°521 37.1 1'5915117 2 22 633WP .2 'WE 3552.3 3354620'111(342.2 4".9 1" 152 5(14.'' t 2355 50361 22:1 02982C3. 5515049.12 3 c3t 99 5-x 17."1 0462 934 159 : -65-492 FOCAL 2/21.412 20 52. 3 5 219.:X 1"2eC:1E422 -1125 623 23551 36"10 rO 1= RC3 °' . :- QC'3 :ro V7FYs 5-9'5033 C7v 9.001321 39.59I046405514955i *120..0213752 4 2: +4;'s ' 1.* LL 55 2 - +V.COW 4.31 ,•$ 1595t1•c. 3=2 15555* 62.3. 3 ....VW 12 1155 rte. �5 13 (11 i' 520.12 4 55 55 9 3X221 :'W.4 Sr v1Qr. 43 20596 : uS2 5 24`2"" .T$ IWO Yc-1^ :h1* 0013' x!' c 1551(Pv6'1 ' 31 12].3 219 "9 ar...x PP.`.R° !.1733 1'1.1 222W FIE wdv v 1�GNCS &Co-E U! E �•'' 4i i>d�l�c : 1..\ 2-7 A2.= 1 5. WALL .. 114' x 1- 54'(75850 ra1c Trap (71}* 210.07. 329451* 39112. L- 5:1015-1 7 -5 3141 - 05REL.9.0.1G'CR .e 12 94 9 5= 334 117.79° 249 x 1- NTanes PA.'7ET.1615E Rap 0 ° 2 ' 173 '&79 E . 733= 197 160' 11.0' 64" 5 130' 150" 159 135 42" war 1&r tar Sir 4.3' 167 160' 1611 146" 1312 16.4' 167 29.4 ' 1644' 1&7 1SW 73A° 430 13:3- 724- 15 S' 13.4' 1122 97' 97' 1613' 16.2 160' 157 15.41' 143 126' 1133' 4 1" 91" • LG �,I 55 3.32:2 M..er3 744'5143.33 ' 4 H5 31_5165 122 6 Y x 4 22512122212X0 5 ^A 11. 5 515 5524 °_ 213 950 ' V.3 3 33V =GO -5561 545 1559 91..0 +•`LL 12!2 SA1' 5t3.PN 959144@ 05-0.2.1 TY..56 S'1 21455 F' -9.3"5 Pte - `2: R asx 12 r4Gt2- 14 -S£3 - 1 :53 3 -''212 :1#2831 5'1'3'16 '5.T G 'Cw5�5 2J 9. 715':0:'6! 4 37.1222 42131 ,.f {;11:5-. 2933 :Sr 7i 2 asaG.1 0524. 3 ".411.2.4.5 1556 .t^TX 11X'3' 71154 J4i"55 GJ Gl :3.1•° • 185551 1219 - 53 32 21*N1 5 5 5515-<' Ga.C1:.',.s'3' 121 2.20 •xt�5021 12= '59115^. V+PS41H 911) 46TR.1.0.43215 41 Rx+t•7 =:9853 249) = law' • Yt- l.d'IF13iWD MOM. 77000 SCRS11 7=944= = 23009. "94 ° 6.5' 5-3' 4.3' 4.i 634 57 45- 3Y 17 -14 4.7 62' 4.4 3-3 3.3' 157 213" 922 142 4.9' 39° 4.2' 9.7 2.4' 1017' 30' az 0.r sr 5-.r 5.8 92 iY 37 31 `C I SF4C SCI-IEELUE t 'Y.� 3 r114 'E : 2 P.6 \5_s. 4 'iv'1° i �uticJ 1 z1' 0CGE 0 15 16 5 20 6 Cloud 044' r ••• • • • ••• • •••• • ••• • • ••• •••• • • • •••• • •••• • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, Fla SCOPE: This NOA materials. and acce where This N Divisio N' have this pr the applicable rules and regulations governing the use of construction mitted has been reviewed by Miami -Dade County Product Control Division es and Appeals (BORA) to be used in Miami Dade County and other areas ing Jurisdiction (AHJ). the expiration date stated below. The Miami -Dade County Product Control and/or the AHJ (in areas other than Miami Dade County) reserve the right to u�t; � al tdst d 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Francais" Outswing Aluminum French Door w/Sidelites APPROVAL DOCUMENT: Drawing No. W97 -18, titled "Series `La Francais' Alum French Door w /Sidelites ", sheets 1 through 8 of 8, dated 08/05/97, with revision G dated 07/21/05, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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 Builcl Official. This NOA revises and renews NOA # 01- 0607.04 and consists of this pa and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Alt 2 ______ ML4 II -DADE COUNTY, FLORIDA 0-DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ) 375 -2901 FAX (305) 375 -2908 www.buildineeedeonline.com NOA No 05- 0426.03 Expiration Date: July 22, 2011 Approval Date: August 18, 2005 Page 1 4 Yale Ogron Manufacturing Co„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W97 -18, Sheets 1 through 8 of 8, titled "Series `La Francais' Alum French Door w /Sidelites ", prepared by A1- Farooq Corporation, dated 08/05/97 with revision G dated 07/21/05, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French door w /sidelites, OXXO configuration, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -04 -1402, dated 09/17/04, signed and sealed by Ivonne Ghia, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum outswing French entrance door w /sidelites prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL -1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA #97- 0815.09) C. CALCULATIONS 1. Revised anchor calculations and structural analysis, prepared by Al- Farooq Corporation, dated 07/21/05, signed and sealed by Humayoun Farooq, P.E. 2. Anchor calculations and structural analysis, prepared by A1- Farooq Corporation, dated 12/20/04, signed and sealed by Humayoun Farooq, P.E. 3. Comparative Analysis and Anchor Calculations prepared by Al- Farooq Corporation, P.E dated 5 /31/01, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #97- 0815.09) Complies with ASTM E1300 -98 No 1/3 stress increase used in mullion or anchors into masonry and steel substrate. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manua Pe _. Product Control NOA No 05-044 .03 Expiration Date: July 22, 2011 Approval Date: August 18, 2005 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 20, 2004, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 20, 2004, signed by Dr. Humayoun Farooq, P.E. 3. Letter from Yale Ogron Mfg. Co., Inc., dated 04 /22/05, requesting a revision for this the product, signed by Ms. Rosario R. Infantas, Staff Engineer. G. OTHER 1. Notice of Acceptance No. 01- 0607.04, issued to Yale Ogron Manufacturing Co., Inc. for their Series "La Francais" Aluminum Outswing French Door with Sidelites, approved on 08/09/01 and expiring on 07/22/06. E -2 Manuel Product Control NOA No 05 -04 / . i 3 Expiration Date: July 22, 2011 Approval Date: August 18, 2005 8' MAX. TYP. HEAD /SILL CORNERS o g 12' MAX TYP AT HEAD/SILL _ L___ it II 1/4' 33. D.L OPG. 37 5/8° SIDEUTE WIDTH 1 25 5/8' MAX D.L. OPG. 35 5/8' MAX. LEAF WIDTH 0 SERIES 'LA FRANCAIS' ALUM FRENCH DOOR W/ SIDELITES THIS PRODUCT IS NOT RATED FOR IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 335 INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 144 1/8• TESTED FRAME WIDTH 0 11 / SIDELITE II II 11 II II SURFACE APPLIED - FALSE MUNTINS MAY BE USED aIm TYPICAL ELEVATIONS DOOR GLAZING DETAIL GLASS COMPLIES WITH ASTM E1300 -98 35 5/8' MAX LEAF MAIN 72' MAX. FRAME WIDTH Ertrt DR. HUMAYOUN FARM) STRUClUNES �) g n zm o & a 8 8 1 r o a 1 1 z o` v 2 i! 4 "- u 5 0 drawing no. W97 -18 (sheet 1 o 8 ) STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. 000R WIDTH Fr. /IN. SIDEUTE WITH INCHES 1/4 TEMP. GLASS EXT. ( +) INT. ( -) INT. (-) 8/8 60" 70.0 100.9 100.9 2/6 (X) 6/0 (XX) 70.0 100.9 70.0 94.7 5/0 (xx) V. 96.0 6/0 (Xx) 70.0 89.2 8/0 70.0 85.0 6/8 70.0 84.0 70.0 3/0 (x) 70.0 64.0 70.0 84.0 8/0 (xx) N 70.0 83.3 70.0 79.8 70.0 96.0 2/6 (X) 70.0 91.6 70.0 85.2 5/0 (1111) N a 70.0 80.1 7/0 70.0 76.1 RA+$X 70.0 80.0 3/0 (10 70.0 80.0 70.0 78.2 6/0 (x11) 70.0 74.8 70.0 71.3 30 70.0 73.7 2/6 (X) 36 67.6 67.8 5/0 (511) 42 62.8 82.8 8/0 48 58.9 58.9 30 67.6 67.6 3/0 (X) 36 62.5 62.5 8/0 (V) 42 58.4 58.4 48 55.0 55.0 [OUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR HECHT NOMINAL DOOR WIDTH 3/16" TEMP. GLASS FT. /IN. /IN. EXT. ( +) INT. (-) 8/8 60" 5/0 (xX) 70.0 100.9 6/0 (XX) 70.0 84.0 7/0 5/0 (0X) 70.0 96.0 6/0 (Xx) 70.0 80.0 8/0 5/0 (XX) 70.0 84.0 6/0 (x1) 70.0 70.0 CI � 0 2/6 (X) 31 -1/2 3/0 (X) Q I 0 2/6 (X) 31 -1/2 3/0 (X) 37 -1/2" / '% \ . / / 60" 6/0 (1111) 1 NOMINAL WIDTH I FRAME WIDTH 2/6 (X) 31 -1/2 3/0 (X) 37 -1/2" 5/0 (xx) 1 60" 6/0 (1111) 1 72' (X) OVERALL DOOR DIMENSIONS: NOMINAL HEIGHT 1FRAME HEIGHT 8/8 1 79 -3/4" 7/0 8/0 83 -3/4" 95 -3/4" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTA1 E1300 -98 (60 SEC. WIND) 9 DEUTE W ( 0101 ) ( 7010 ) DOOR W. End: DR. HUMAYOUN FAR000 STIEUG'IURES • F1�C. 16857 . / MUTE W 9 I , I D00R W. a S (CIO) ( SIDEUTE W, DOOR W. _ SIDELITE W PRODUCT REVISED so comgjdgwigs the Fb11de BeXILqg Code No P16deiCsid o1 (sheet 2 of 8 ) n r� TYPICAL ANCHORS SEE ELEV. FOR SPACING ® 0 O TYPICAL ANCHORS ° . SEE ELEV. FOR SPACING STATIONARY UNITS IBY WOOD BUCK METAL STRUCTURES (STEEL OR ALUM. I/8 MIN. THICK) STEEL :Fym38KSI MIN. ALUMINUM 6063 -T3 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1- 0 C 3/4' MIN. THROW BOLT PE'NEIRATION 1/2° MIN. THROW BOLT PENETRATION OPERABLE UNITS TmCAL'ANCHORS SEE ELEV. FGR SPACING INTERCHANGEABLE RAIL NOSE DESIGNS TYPICAL ANCHORS SEE ELEV. FOR SPACNG mi" WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° TAPCONN INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONS. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY J.14 SMS OR 1/4 TFKS SP F DRII I ING SCREWS INTO METAL STRUCTURES (1/8 MIN. THICKNESS) (1/4 MAX. SHIM SPACE) SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Eqpt DR. H FAR000 FLA. PE { 18337 C.A.N. *ad TYPICAL ANCH." SEE ELEV. FOR SPACING PRODUCT REVISED RI mnpryLg with the Florida Ridding Cads kaoam. J la. drawing no. W97 -18 sheet 3 of 8 1/4" MAX. SHIM D.L. OPG. SIDEUTE PANEL WIDTH FRAME WIDTH EXTERIOR D.L OPG. LEAF WIDTH FRAME WIDTH EXTERIOR D.L. OPG. LEAF YADTH OPTIONAL 3 POINT LOCK MECHANISM TYPICAL ANCHORS SEE ELEV. FOR SPACING . CONF1G. FLUSH BOLT AT ACTIVE LEAF (sheet 4oi 8 ) Q SIDELITE HEAD /SILL /JAMB a ALT. SIDELITE HEAD /SILL/JAMB 4.250 -�I 1.490 -L .535 1.704 -a ® TOP / BOTTOM RAIL 2.281 - --^•I 1.588 1 535 4.156 .070 I -1.858 ® SIDELITE JAMB 1.594-. .082 .378 I 1.484 eP- ® WEATHERSTRIP ADAPTER .989 .121 1 � � I .781 L-1.547 1 4.000 1-.070 7YP. 1 .070 .250 PRESSURE PLATE 1.500 2.125 1 1 .535 -. 3.750 4.000 .078 -•110 4.250 ri.490 J .078 i 3.750 IL-1.750 LSAT ALT. TOP /BOTTOM RAIL 2.281 1.588 p_I I .535 4.156 .078 - j L-.1.856 n ALT. SIDELITE JAMB L- -2.115 FRAME SILL - �J 2.125 1.482 r 1.834 4.000 1�- -4.000 -.070 Tr, 1 -- .078 --.078 1 1.500 -1750 ® DOOR HEAD /JAMB -.1 1.489 F- .702 II A n .750 2 GLAZING STOP I .070 TYP. 4.190 bl HINGE STILE 4.862 .070 TYP. -� 4.157 Ji II 2.117 1.385 1.834 2.128 I T 1.812 1.365 750 - ® ALT. DOOR HEAD 1.381 I .721 .750 .082 ® ALT. GLAZING STOP 4.248 ® ALT. HINGE STILE 4.911 .110 I 4.157 F.0713 TYP. 4 � I 1.812 d .078 TYP. 1 4.157 - 1 07 LOCK STILE /KEEPER STILE 8 ALT. LOCK STILE /KEEPER STILE 2.125 ALT. DOOR JAMB Eno, OR. HIMAYOUN FAR000 STRUCTURES 19 C � 18567 2.125 -<1 HINGES 10 -24 F.H.M.S. TAINLESS STEEL (THREAD CUTTING) PAODUCr REVISED =complying with **Sorkin A4•pOrm No !►,V L 2517 3 � z 0 03 0 ° g a a 8 drawing no. W97 -18, (sheet 5of 8) ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARES 1 YE - 8098 1 SIDEUTE FRAME HEAD /SILL/JAMB 6063 — T6 — IA YE -809 1 ALT. SIDELDE FRAME HEAD /SILL/JAMB 8063 —T6 — 2 YE -832 1 DOOR FRAME HEAD /JAMB 8063 —T6 — 2A YE -804 1 ALT. DOOR FRAME HEAD 6083 —T6 — 28 YE -811 1 ALT. DOOR FRAME JAMB 8083 —T6 — 3 YE -810 1 DOOR FRAME SILL 8063 —T6 — 4 YE -8088 AS READ. SIDELITE JAMB 6083 —TB — 4A 7E -808 AS READ. ALT. SIDEUTE JAMB 8063 -76 — 5 YE -801 2/ LEAF TOP AND BOTTOM RAIL 6063 —T6 — SA YE -80113 2/ LEAF ALT. TOP AND BOTTOM RAIL 8083 —T5 — 8 YE -803 1/ LEAF HINGE STILE 6083 -76 — 6A YE -8038 1/ LEAF ALT. HINGE STILE 6083 -75 — 7 YE -802 1/ LEAF LOCK STILE 6083 -78 — 7A YE -802B 1/ LEAF ALT. LOCK STILE 6083 —T5 — 8 YE -808 2/ LEAF WEATHERSTRIP ADAPTER 6063 —T6 — 9 7E -807 AS READ. GLAZING STOP 6063 -78 — 9A YE -8078 AS REQD. ALT. GLAZING STOP 6083 —T5 — 10 YE -805 4/ PANEL PRESSURE PLATE 6083 —T6 11 YE -816 AS REGD. COVER PLATE 8083 —T6 — 12 — — — — — 13 YH -621 AS READ. WEDGE GASKET — TEAM PLASTIC 14 YH -622 AS READ. BULB WEATHERSTRIPPING (.198 X .280) VINYL TEAM PLASTIC 15 YH -825 AS REOD. GLAZING TAPE (3/8 X 1/81 — VG100 BY VENTURE TAPE 18 YE -602 AS REQD. FIN SEAL W STRIPPING (.187 X .260) — ULTRAFAB 17 — — — — — 18 #10 X 1 AS REQD. FRAME A55Y. SCREWS — PAN HEAD SIAS 18 YH -650 AS READ. HINGE ALUMINUM ST. STEEL PIN 20 YH -818 — 3 POINT LOCK MECHANISM (OPTIONAL) — — 1 a x z I g i la 8 1 1" 11N1 Lau 1 1 drawing no. W97 -18 (sheet 6 of 8 HINGE OPTIONS: BY YALE OGRON' ALUM HINGES 7 -1/2 LONG 2 PER PANEL AT 6 -3/4" FROM TOP AND 9 -3/4 FROM BOTTOM 3 PART HINGE 140. 658 — STANDARD OR 2 PART HINGE N0. 650 — OPTIONAL LOCK$. A) INACTIVE LEAF CONCFALED FLUSH BOLTS: BY 'DELTA 'INDUSTRIES' MANUALLY OPERATED, LEVER LOCATED AT 11 -1/2 F14061 BOTTOM AND 17 -1/2" FROM TOP 8) AC 'PTVR "RAF. 1) CONVENTIONAL DOOR KNOB LOCKSET AT 35 -1/2° FROM BOTTOM LOCKSET CAN BE MARLOC _LBOX1I63 OR WESTLOCK LO 4939 2) KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 43 -1/2" FROM BOTTOM LOCK CAN BE HARLOC 820XII51 OR WESTLOCK K 1097 .3) CUSTOM MECHANISM BY YALE OGRON NO YH -618 THROW BOLTS CONNECTED 70 HARLOCK LOCKSET OPERATED BY KEY OR THUMB TURN AND ENGAGING FRAME AT HEAD AND SILL 4) CONCEALED FLUSH BOLTS. MANUALLY OPERATED LEVER MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17 -1/2 FROM TOP AND 11 -1/2 FROM BOTTOM OPTION 1 AND 2 ARE REQUIRED ON ALL ACTIVE LEAFS FOR TOP AND BOTTOM BOLTS USE OPTION 3 OR 4 KEYED THROW BOLTS BY HARLOC OR WESTLOCK TO BE OF STEEL CAS1140 WITH MULTI PART STEEL. BOLTS FLUSH BOLTS BODY AND LEVER TO BE OF ZAMAK CASTING WITH .206 DIA. STEEL EXTENSION ROD AND 1/2- DIA. NYLON TIP. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERKS OF HURRICANE WARNING. En9 191. HUSAYOUN FAR000 F A 1 16557 C.A.N. 3538 PRODUCE REVISED rBYIiYSThetft BiddingCade Ageephaaca Na (3) #10 x 1' S&LS FRAME UPPER CORNER FRAME LOWER CORNER DOOR LEAF CORNER 3/8" DIA. STEEL THREADED ROD FULL LENGTH PRESSURE PLATE 2 -1 /Y LONG 3/8' NUT AT EACH END OF ROD PRODUCT REVISED b complying with the Florida Cad* e AuePtame Date ..ti %►'L'?! .. t 8 1 drawing no. 1 W97 -18 (sheet 7 of 8 ) FRAME MEAD 1S DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO IT VINYL FLUSHBOLT PLUG COVER PLATE WITH DOUBLE ROW FIN SEAL YEATHERSTRIP VINYL FLL SHBOLT GUIDE ATTACHED TO FRAME STLES AT TOP (SHOWN) AND BOTTOM. 110-24 PONT B / UNDERCUT. FH. MS TOP FLUSHBOLT ASSEMBLY #10 -24 POINT D UNDERCUT. Fh. M5 VINYL FUJSHBOLT GUIDE ATTACHED TO FRAME STILES AT BOTTOM (SHOWN) AND TOP COVER PLATE WADI DOUBLE ROW FIN SEAL WEATHERSTRIP VINYL FLUSHBOLT PLUG FRAME SILL IS GRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TD PENETRATE INTO IT BOTTOM FLUSHBOLT ASSEMBLY STANDARD FLUSH BOLT GUIDE a STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8 -24 s 1/2" FH. UNDERCUT SYS. COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP 2� LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAM STILES AT TOP (SHOWN) AND BOTTOM. (2) #10-24 POINT B UNDERCUT, M. M5 TOP FLUSHBOLT ASSEMBLY (2) #10-24 POINT B UNDERCUT, FH. MS STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE ITTH (2) 08-24 x 1/2 FN. UNDERCUT SIM BOTTOM FLUSHBOLT ASSEMBLY 2 LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND Borrow (5H0YN) COVER PLATE KM DOUBLE ROW FIN SEAL IEATHERSTRIP • OPTIONAL FLUSH BOLT GUIDE AND ADJUSTMENT PLATE PRODUCT REVISED as pl �wRA the Flotilla Acceptaace Eaphatkai • BakIlag • Rlfi"t %G f/ 1. .I.. 7-1 Flall�d• ,,/ Engn DR. FEl WOOD " E016557 �U12 2 g g c o Z � ' 1 n Lti drawing no. W97 -18 (street 8 of 8 ) o a g g L n 0 35a. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA 2 Yale Ogrotnu0 ' 2� ., Inc. 671 Wes r eeu Hial 3 oi BY:__ �� f _.. ._... IMOMEVin MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCo This + : i n d e applicable rules and regulations governing the use of construction materials. The do ume o + su+ +' + �r been reviewed by Miami -Dade County Product Control Division and accepted by the_ c% dF (Is find A p (BORA) to be used in Miami Dade County and other areas where allowed by the Author: ng Junsdilition (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "580" Aluminum Single Hung Window and Dual Action Window APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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 the manufacturer or its distributors and shall be available for inspection at the job site at the request of the ding Official. This NOA revises NOA # 02- 0507.06, and consists of this page 1 . • approval document mentioned above. The submitted documentation was reviewed by Theodor NOA No 03- 0910.04 iration Date: November 14, 2007 Approval Date: December 18, 2003 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03 B. TESTS 1. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1171 and FTL -1170, dated 10/16/95 and 09/11/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA #02- 0507.06" 2. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with marked -up drawings and installation diagram of an aluminum single hung "egress" dual action window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1660, dated June 23,1997, signed and sealed by Yamil Gerardo Kuri, P.E. 'Submitted under NOA #02- 0507.06" 3. Test reports onl) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farooq Co., dated 10/07/03, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM- E1300 -98 D. MATERIAL CERTIFICATIONS 1. None. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Letter from Yale Ogron Manufacturing Co. Inc., dated 5/3/02, stating that the product has not changed since it was last approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Test Report no. FTL -3879 issued by Fenestration Testing Laboratory, Inc., dated 9/10/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 19 -1/8' 26 -1/2 37 53 -1/8' 19 -1/8" 26 -1/2' 37 53 -1/8" 19 - 1/8" 26 -1/2" 37" 53 -1/8" 19 -1/8 28 -1/2" 37 S3 -1/8" 19 -1/8' 28 -1/2" 37" 53 -1/8" 19 -1/8" 26 -1/2" 37 53 -1/8 19 -1 /8 28 -1/2 37 53 -1/8" HEIGHT 28 (3) 38 -3/8" (3) 38 -3/8 ( 50 -5/8" (5) 57 (5) 63" (5) 74 -1/4" (5) 3 /18" TAPCONS DSB -ANN. GLASS EXT. ( +) 80.7 60.7 60.7 38.8 60.7 60.7 52.9 60.7 60.7 80.7 60.7 60.7 51.3 60.0 80.0 49.4 80.0 60.0 46.3 60.0 53.3 1NT. ( -) 78.4 76.4 78.1 38.6 78.4 73.9 52.9 78.4 78.4 61.5 78.4 73.8 51.3 78.4 68.7 49.4 74.8 63.2 46.3 60.1 53.3 3/16" -ANN. 01A99 10(T. ( +) 80.0 60.0 80.0 54.4 80.0 60.0 52.9 38.9 60.0 60.0 80.0 60.0 80.0 60.0 48.8 60.0 80.0 59.4 41.4 60. 60.0 53.7 37.4 60.0 60.0 45.6 31.8 (NT. ( - ) 125.0 109.1 78.1 54.4 102.4 73.9 52.9 38.9 125.0 98.6 70.6 125.0 93.4 66.9 48.6 114.9 82.9 59.4 41.4 104.0 75.0 53.7 37.4 88.2 63.7 45.6 31.8 1/4" TAPCONS 3/18" -ANN. GLASS IDcr. ( +) 80.0 80.0 80.0 80.0 60.0 80.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 84.4 80.0 60.0 60.0 50.0 80.0 60.0 60.0 44.9 (NT. ( -) 125.0 128.0 125.0 112.6 125.0 125.0 109.5 76.3 125.0 125.0 90.7 83.7 125.0 114.1 80.8 54.4 125.0 101.6 74.2 50.0 125.0 86.0 85.1 44.9 3/18 -TEMP. GLASS ExT. ( +) 60.0 60.0 60.0 60.0 60.0 80.0 60.0 80.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 80.0 1NT. ( -) 210.0 210.0 181.7 112.6 210.0 152.9 109.8 78.3 210.0 193.2 124.9 75.2 210.0 171.6 118.7 89.5 210.0 155.3 111.2 65.4 182.5 131.7 94.3 80.0 SERIES -580 ALUMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART ANCHORS AT FIXED LITE 3/16 OR 1/4° TAPCONS DETAIL 'I' NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB T ANCHORS AT VENT AREA 3/16" TAPCONS DETAIL '2' THESE ANCHORS MAY BE LOCATED AS PER DETAIL 2 BELOW (3/16' ANCHORS ONLY) IMPACT RESISTANT SHUTTERS REQUIRED HU1. 0U PROW STRUCTURES RA. PE 8 16857 CAN. 3839 JAMB ANCHORS SEE HEIGHT COLUMN AT LEFT FOR EGRESS WINDOWS DETAILS AND CAPACITY SEE SHEET 4. FOR COMPONENT SIZES SEE SHEET 3. NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS SY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS US1ED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. (D Z N m 4, 3,- t0= 0 0 0 0 0 0 1 11 drawing no. W96 -38 (sheet 1 of 4 J • 4 3/16' TAPCDNS e 6' FROM CORNERS & 19' O.0 MAX. 1/4' MAX. SHIMS DSB -ANN. GLASS OR 3/16'- ANN. GLASS DR 3/16'- TEMP. GLASS SEE CHART 0 ONAL LATCH WINDOW CAN BE SUPPUED WITH CAM LATCH AT MTG. RAILS OR SPRING LOADED LATCH AT SILL WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. GLAZING METHOD: EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 OR EQUIV., COLOR TO MATCH GLASS & METAL FINISH SEALANT ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS; ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. TYPICAL ANCHORS; z/1 6" OR 1 /4" ANCHORS A) INTO 2 BY WOOD BUCKS 1 -3/8 MIN. PENETRATION INTO WOOD B) THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 BY OR 2 BY WOOD BUCK ITEM 2 3 4 5 8 7 8 9 10 11 12 13 14 14A 15 16 17 PART # YE -169 YE -187 YE -102F YE -152F YE -151C YE -168 YE -92D YH -511 YH -S10 YH -509E YH -504 TH -515 # 10 X 3/4' # 8 X 3/4' # 8 X 1' REQD. 2 2 AS READ. 2/ VENT AS READ. AS READ. AS READ. 2 8 2 4/ VENT DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB FIXED RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT JAMB GLAZING BEAD BLOCK & TACKLE BALANCE BULB VINYL BULB VINYL PILE - SCHLEGEL .187 X .250 VENT LATCH CAM LOCK 0 CENTER OF VENT FRAME ASSEMBLY SCREWS FIXED RAIL SCREWS VENT ASSEMBLY SCREWS REMARKS 6083 -T5 8083-15 8083 -T5 8083 -T5 8063 -T5 8063 -T5 6083 -T5 ROLL FORMED ALUM. PVC (SINGLE) PVC (SINGLE) FIN SEAL (DOUBLE) NYLON OR CELCON ZAMAK PLATED CRS. CAD PLATED CRS. CAD PLATED CRS, O DSB -ANN. GLASS OR 3/16'- ANN. GLASS OR 3/16'- TEMP. GLASS SEE CHART 1750 �'11 'I maxim REVISED ssa fail UlZ71iE 1/4' SHIM MAX. sm 1 6s FlA. N 38 caN. V ®D BUCKS NOT BY YALE OGREN MUST SUSTAIN IMPOSED LOADS '3/16' OR 1/4' TAPCONS SEE COMPARATIVE ANALYSIS CHART . PER SPACING 'ANCHORS AT VENT AREA SEE SHEET 1 • 03/16' ANCHORS ONLY) 11 2 g am 0 0 g b a k l drawing no. W96 -38 (sheet 2 of 4 ) FRAME HEAD YE -166 6063 -T5 A62 .874 1437 la FIXED RAIL YE -152F 8063 -T5 VENT TOP RAII YE -151C 6063 -15 VFNT BOTTOM RAII YE -166 8083 -T5 YE -187 6083-15 A VFNT SIDE RAIL YE -900 6063 -T5 FRAME JAMB YE -102F 6063 -T5 EGRESS FRAME CORNER DETAIL 2,313 1.359 M-.125 LOW FGRESS CHAIR EXTRUSION yE-25 83 —T5 �- -2.437 F 1.4 u 2.216 I EGRESS HFAD & SILL YE -172 8063 —T5 2.675 3/4 WEEP NOTCH AT EACH END OF SCREEN RETAINING CUP EGRFSS .IAM® YE -171 8063 -15 S.H. FRAME CORNER DETAIL S H VFNT CORNFR DETAIL 9 2 g W co 022 n a 1 8 ti u drawing no. W96 -38 (shat 3 o 4 OPEN CELL FOAM PAD AT EACH WEEP SLOT '4" MAX. SHIMS GLAZING SEALANTS AND PADS SEE SHT. 2 TYPICAL ANCHORS SEE ELEV. rim SPACING WEEP SLOTS _ 11 BY OR 2 BY WOOD BUCK 37 MAX. WINDOW WIDTH 14 -1/2 MAX. ` \ N.. MB ANN. GLASS 3)(16 ANN. GLASS O \ I / / HEAD & SILL EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW SIZE OF SUB -FRAME = 37" X 50 -5/8" SIZE OF S.H. FRAME = 35 -1/4" X 46 -7/16 1 BYOR2BY W00D BUCK • EXTRA ANCHOR FOR 75 PSF RATING ONLY ZINC DIE CAST 3 PT. LOCK BAR SYSTEM ROTO HARDWARE MIKNON 1100 W/ PLASTIC KEEPERS FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEET 3. YE -172 Yli -570 YE -166 YH -570 YH -842 YE -171 YH -571 DESCRIPTION HEAD & SILL EGRESS CHAIR EXTRUSION 4 BAR HINGE SPACER S.H. WINDOW HEADER WEATHERSTRIPPING CHAIR SUPPORT SCREW LOCK BAR GUIDE 3 P01NT LOCK BAR OPERATOR PLASTIC STRIKER EGRESS JAMB FOAM TAPE BLACK V -788 # 10 X 3/4 SMS (AS REQD.) 6083 -T5 6083 -T5 STAINLESS STEEL 8083 -75 #10 -24 X 5/8 MS PH SANTOPRENE # 8 X 1/2 TEKS PH ROTO HARDWARE ROTO HARDWARE ROTO HARDWARE ROTO HARDWARE NORTON 3/8 X .188 CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS /JAMB DSB —ANN. GLASS EXT, ( +) INT, ( —) 3/16" —ANN. GLASS EXT, C +) INT, ( —) WINDOW WIDTH TYPICAL ANCHORS: A. IF INTO 2" BY WOOD BUCKS 3/18" DIA. TAPCONS WITH 1 -3/8 MIN. PENETRATION INTO WOOD 8. IF INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4 MIN. EMBED INTO MASONRY 1/4' SHIM MAX. VOOB BUCKS NOT BY YALE BORON MUST SUSTAIN IMPOSED LOADS �/ 4 "SEE ELEV, \ a. i� - = - - 411 f . wo a- o9 io.o4 1 aide ftitut 1 Division drawing no. W96 -38 Oheet 4 of 4 • _ 8 a Q _ 8 2 U U • ■ OPEN CELL FOAM PAD AT EACH WEEP SLOT '4" MAX. SHIMS GLAZING SEALANTS AND PADS SEE SHT. 2 TYPICAL ANCHORS SEE ELEV. rim SPACING WEEP SLOTS _ 11 BY OR 2 BY WOOD BUCK 37 MAX. WINDOW WIDTH 14 -1/2 MAX. ` \ N.. MB ANN. GLASS 3)(16 ANN. GLASS O \ I / / HEAD & SILL EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW SIZE OF SUB -FRAME = 37" X 50 -5/8" SIZE OF S.H. FRAME = 35 -1/4" X 46 -7/16 1 BYOR2BY W00D BUCK • EXTRA ANCHOR FOR 75 PSF RATING ONLY ZINC DIE CAST 3 PT. LOCK BAR SYSTEM ROTO HARDWARE MIKNON 1100 W/ PLASTIC KEEPERS FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEET 3. YE -172 Yli -570 YE -166 YH -570 YH -842 YE -171 YH -571 DESCRIPTION HEAD & SILL EGRESS CHAIR EXTRUSION 4 BAR HINGE SPACER S.H. WINDOW HEADER WEATHERSTRIPPING CHAIR SUPPORT SCREW LOCK BAR GUIDE 3 P01NT LOCK BAR OPERATOR PLASTIC STRIKER EGRESS JAMB FOAM TAPE BLACK V -788 # 10 X 3/4 SMS (AS REQD.) 6083 -T5 6083 -T5 STAINLESS STEEL 8083 -75 #10 -24 X 5/8 MS PH SANTOPRENE # 8 X 1/2 TEKS PH ROTO HARDWARE ROTO HARDWARE ROTO HARDWARE ROTO HARDWARE NORTON 3/8 X .188 CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS /JAMB DSB —ANN. GLASS EXT, ( +) INT, ( —) 3/16" —ANN. GLASS EXT, C +) INT, ( —) WINDOW WIDTH TYPICAL ANCHORS: A. IF INTO 2" BY WOOD BUCKS 3/18" DIA. TAPCONS WITH 1 -3/8 MIN. PENETRATION INTO WOOD 8. IF INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4 MIN. EMBED INTO MASONRY 1/4' SHIM MAX. VOOB BUCKS NOT BY YALE BORON MUST SUSTAIN IMPOSED LOADS �/ 4 "SEE ELEV, \ a. i� - = - - 411 f . wo a- o9 io.o4 1 aide ftitut 1 Division drawing no. W96 -38 Oheet 4 of 4 • _ 8 a Q _ 8 2 U U IMOMEV'M Miami Shores Village AUG 2 4 M7 Building Department 10050 N.E. r Avenue, Miami Shores, FI 33138 BY. Tel: 305- 795 -2204 * Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE [ (We) have been retained by (name of owner /agent) _'Jt✓l1 LAIN l't/jNLtc' to perform Special Inspector services under the Florida Building Code at the project (address) Li 2 NV (01 S7/VisE - , Miami Shores, as of e• 2 4 •cs — 7 (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: Imo, C 01 - 1 co E• pecial Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 D Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 O Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this fun or me are authorized to perform inspections. 1. 2. 3. Date: gned and Sealed Z„6 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient locatioq on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accord ce with the approved plans. Enginee Name Address rchitect (444AL fs.,-G# (Print) 3 7 3 A Phone No. - 3 0 S • Z.3 1 6 Florida License No: /any 00 ) J 0 '] 1 at JUL 8 200/ . B Y __IP , �J • SO 1 LAWRENCE RESIDENCE HVAC Load Calculations for LAWRENCE RESIDENCE 42 NE. 107 STREET MIAMI SHORES, FLORIDA • • • • •••• ••• •• • • • •• • ••• • • • • • •• • • • • •••• • • • • • • •••• • • •• • RHVAC • • • • • M •• • •• •• • • •• • • • • • • • • • • •••• • • • • •••• • • • • •• • •• • ••• • • • • • • •• Prepared By: Reyes- G,avi1an Consulting Engineers, Inc. 16252 N. W. 79 Avenue Muni Lakes, R 33016 305.828.5205 Monday, ApiII 09, 2007 Project Report Project Filename: Project Title: Designed By Project Date: Client Name: Client Address: Client City: Client Phone: Client Fax: Company Name: Company Representative: . Company Address: Company City: Company Phone: Company Fax: Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor. Elevation Heating Adj. Factor: Elevation Heating Adj. Factor. Winter. Summer. Outdoor Dry Bulb 40 92 Total Heating Required With Outs Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outs Air: ':.: f iYr'v .=:= }:;::q ?iY- .`_`:= ::nc�:. :- ` .^=c=• -T _ "iJ:L' °- _'9 ?: =: -:. +` ?}i?v ? }? } +}v'v .Y: }'i' ::- ?:ii ?: :ii r'�; =,'�-'•?"i �:i: : � +:;.?.,,. ?c,_: •;:.??�� ::� :rlti �:':�':= : >'^ =� y:`.ym'��� •tr::;�.r.�_ `i��' `'?•' �' ���w2 ;$:� >':;�'i� % ?:3'�:::=:::;: . rq: �. �.. ?= �,*t.?. }x= •'i:�.yt..: :':..:rr ;. :.::ry - i. i' s;' r iX=;%' tv?,: a:';:: �:��f�3}�?:'::r3 }.— .::.�� =J.5 -: ::�..s :_. : -: •::�._�:. C:tDoc uments and Settings\Alexlt9Ay DocumentstCAD DWE \Reyees- Gavil`an Consulting Engineers\Lawrence Residance\LAWRENCE RES.rhv LAWRENCE RESIDENCE Reyes- Gavilan Consulting Engineers, Inc. APRIL 04, 2007 LAWRENCE RESIDENCE 42 NE. 107 STREET MIAMI SHORES, FLORIDA None Reyes- Gavllan Consulting Engineers, Inc. 16252 N W 79 Avenue Aeliemi Lakes, FI33016 305.828.5205 �F.Lds ra \v ? Miami, Florida Low 25 Degrees 7 Feet 1.000 1.000 1.000 1.000 1.000 Outdoor indoor Indoor Grains Wet Bulb Ret.Hum Div Bulb Difference 0 0 70 0 78 50 75 58 6,272 Btuh 8,561 Btuh 2,390 Btuh 10,951 Btuh Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both senslbte and latent loads. • • • • • •• • •••••• • • •••• • • • •••• • .• • • • • • • •• • •• •• • • e •••• • • •••• ••• • • • 01 • • • >ss> — - . :...,._ _,_,:.... ,:.... :....- -••-•--- --'- '-- ms �... , :: :::: Total Buildin Su 1. g Supply CFAtI� 372 CFAII Per Square Foot: ; . • .1.584 • • • • Square Feet of Room Area: 235 Square Feet Per Ton: • • 257.506•••, 6.272 MBH 78 % 22 0.913 Tons (Based On Sensible + Latent) 0.951 Tons (Based On 75% Senslle Capacity) C: \Documents and Settings\Aleex\My Documents\CAD DWG\ Reyes- Gavilan Consulting Engineers \Lawrence Residence\LAWRENCE RES.rtw •• I••• • • • • ••••• • • • • N �c4,`..�itE: <". <:::: �`-`-^:`-,,I "+=tii ''tt`t._.•`.:':? ,:::t 'd`:'•'.'�iti--=;'�:.>.. `•.'':`.``;E'' � tti .. ?. :-=, +.`\ •: tt•,+•:`}.�E...;`.' � : E •'-• :�•: .. .:; tv,; `'�.••'E '•i}1�,�,.•Eta'E .;,;`.`+,• `.ti.� �s'� 4 `''� `'E �., YEE ..:'`. \�.:•.``. : k � \i. Ett. �EEtt...E'tt..`,�.;'S.tti ... Y \.., wE ,. - ..:` -?.•: ,.... >..� `v,, �x - := ;��.St.:''� �y:.,,`E- .�._�x�;t.:.,. _ :..,-:.:.;;}: rt::`:' t� >.:E.. •.4m..:.,tEx..:.�::�.g : . : x� �`:.:. s • • • • •••• • • 1101dOnfird 0010444TrinC. ...,...:-._ „ . • -2-_-,.. - ' "r ------ - ----- ---":;: ------ ----- ...............„.,.... ... System 1 Room Load Summary ......., ... : c - K SF Btu CSa Vet U__ - nf,s ' \ • . :OK --Zone 1-- 1 Family 235 5,612 73 3-7 464 8,187 1,605 372 117 436 372 System 1 total 235 6,272 73 8,561 2,390 372 436 372 System 1 Main Trunk Size: 10x9 in. Velocity: 682 fthrfin Loss per 100 ft.: 0.105 in.wg PC 't . ' MinatiglaP Spt „_ Btn .. ... ' 1 ': :: ' ,E.: - ... 1 - ' :Bitiha Net Required: 0.913 78% / 22% 8,561 2,390 10,951 Recommended: 0.951 75%/ 25% 8,561 2,854 11,415 Actual: 1.000 75%! 25% 9,000 3,000 12,000 Paietatt: D Heating System CooUna Svstem Type: Natural Gas Furnace Standard NC Model: QC-F20-S81-G QC-C12-S12 Brand: Quilcool FS Series 43ukcool AS Series Efficiency: 81.00 ftiFIJE 12:40 SEER Sound: 8.1 bets Capacity: 20,000 BTIJ1-1 Sensible Capacity: n/a 12,000 BSA 9,000 Btuh • • ••••• • • • •• ••11 • • • Latent Capacity: n/a 3,000 Btuh •• • ••• • • • •• ••11 • • • •• 1 •••• • • • • • •••• • 111111 •• • •• • • • • • •• •• •• • •• 1 •••••• • • • • • • •••• •• I • • • • •••• • • • • •• •• • ••• • • • • •• _i C:\Documents and Settings\Alex\My Docurnents1CAD DWG‘Reyes-Gavilan Consulting Engineers\Lawrence Residence\LAWRENCE RES.rhv • • ••• • ••• • •• • •• ••• • 9 • ••• • ••• • Project Addr 1 - City, ty ,St Owner: Climate Zone: 1 iESIDANCE Builder: °' 0 STREET Permitting Office: S ES, FL 33012- Permit Number: > a7 f REN Jurisdiction 'Number: South 1 326'OQ 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Thug h t e -Wall AC/Split Cap: 12.0 kBtu/hr _ 3. Number of units, if multi- family 1 SEER: 21.00, Ueducted _ 4. Number of Bedrooms 2 _ b. N/A _ _ 5. Is this a worst case? No _ _ 6. Conditioned floor area (ft 235 ft _ c. NIA _ 7. Glass type' and area: (Label read. by 13- 104A.5 if not default) a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(sngle Default) 45.0 ft - b. SHGC: a. Trough- tie -Wall HP/Split Cap: 16.0 kBtulbr HSPF:12_80, Unducted _ (or Clear or Tint DEFAULT) 7b. (Clear) 45.0 ft - b. N/A _ 8. Floor types - a. Slab -On -Grade Fdge Insulation R=0.0, 69.0(p) ft _ c. N/A - b. N/A _ _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Ext Insul, Exterior R =5.0, 177.0 ft _ EF: 0.92 b. Concrete, Ext Insul, Exterior R= 5.0,132.0 ft _ b. N/A c. Frame, Steel, Adjacent R=0.0, 111.0 ft _ _ d. Concrete, Ext Insul, Exterior R =5.0, 83.7 ft _ c. Conservation credits _ e. 2 Others 117.0 ft _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Single Assembly R =19.0, 235.0 ft b. N/A _ c. N/A _ 11. Ducts _ a. N/A b. N/A _ 15. HVAC credits (CF- Ceiling fan CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PT, FORM 600A -2004R FLORIDA ENERGY EFFICIENCY CO y =r r = UILDING CONSTRUCTION Florida Department of Community Affairs e •'a ential Whole Building Performance Method A EnergyGauge® 4.5.2 AUG 2 4 2807 L B Y :.�.v......... a: 0.19 Total as -built points: 6158 Total base points: 6899 PASS 1 hereby certify th with the Rorida OWNE DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Rorida Statutes. BUILDING 0 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on .= s - 2 &4. EnergyGauge® (Version: FLRCSB v4.5.2) FORM 600A -2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 235.0 WALL TYPES Area X BSPM = Points Adjacent Exterior BASE 228.0 392.7 Base Total: 620.7 DOOR TYPES Area X BSPM = Points Adjacent 24.0 2.60 Exterior 24.0 Base Total: 48.0 CEILING TYPES Area X BSPM = Points Under Attic 235.0 Base Total: 235.0 38.53 1291.0 1.00 228.0 2.70 1060.3 1288.3 62.4 6.40 153.6 216.0 2.80 658.0 658.0 FLOOR TYPES Area X BSPM = Points Slab Raised Base Total: 69.0(p) 0.0 0.00 EnergyGauge® DCA Form 600A-2004R -20.0 - 1380.0 0.0 - 1380.0 INFILTRATION Area X BSPM = Points 235.0 18.79 4415.6 Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points 1.Single, Clear 2.Single, Clear As -Built Total: Type 1. Concrete, Ext tnsul, Exterior 2. Concrete, Ext Insul, Exterior 3. Concrete, Ext Insul, Exterior 4. Frame, Steel, Adjacent 5. Frame, Steel, Adjacent 6. Frame, Steel, Adjacent As - Built Total: Type 1.Exterior Insulated 2.Adjacent Wood As -Built Total: Type 1. Single Assembly As -Built Total: Type 1. Slab -On -Grade Edge Insulation As-Bunt Total: EnergyGaugee/FlaRES2004R FIACSB v4.5.2 AS -BUILT W 0.0 0.0 15.0 70.53 1.00 1057.0 N 0.0 0.0 30.0 36.46 1.00 1093.0 45.0 R -Value Area X SPM = Points 5.0 5.0 5.0 0.0 0.0 0.0 132.0 177.0 83.7 111.0 45.0 72.0 620.7 Area X SPM = Points 24.0 24.0 48.0 EnergyGauge® 4.5.2 1.20 1.20 1.20 4.40 4.40 4.40 6.40 3.80 2150.0 158.4 212.4 100.4 488.4 198.0 316.8 1474.4 153.6 91.2 244.8 R -Value Area X SPM X SCM = Points 19.0 235.0 9.24 X 1.00 235.0 2171.4 2171.4 R -Value Area X SPM = Points 0.0 69.0(p) - 20.00 69.0 - 1380.0 - 1380.0 Area X SPM = Points 235.0 18.79 4415.6 FORM 600A -2004R EnergyGauge'M DCA Form 600A -2004R EnergyGauge'VFEaRES'2004R FLRCSB v4.5.2 EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: BASE Summer Base Points: 6488.9 Total Summer X System = Cooling Points Multiplier Points 6488.9 0.3250 2108.9 AS- BUILT Summer As -Built Points: 9076.3 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Through - the -Wall AC 12000btuh ,SEER/EFF(21.0) Ducts: Norte 9076 1.00 (1.00 x 1.000 x 1.00) 0.162 0.950 1400.1 9076.3 1.00 1.000 0.162 0.950 1400.1 FORM 600A -2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE.. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: BASE GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC AS -BUILT Overhang Ornt Len Hgt Area X WPM X WOF = Point. .18 235.0 3.60 152.0 1.Sirge, Clear 2.Single, Gear WALL TYPES Adjacent Exterior Base Total: As -Bullt Total: Area X BWPM = Points ! Type 228.0 0.50 114.0 3917 0.60 235.6 1. Concrete, Ext lnsut, Exterior 2. Concrete, Ext Insul, Exterior 3. Concrete, Ext Insul, Exterior 4. Frame, Steel, Adjacent 5. Frame, Steel, Adjacent 6. Frame, Steel, Adjacent 620.7 349.6 " As -Built Total: W 0.0 0.0 N 0.0 0.0 30.0 6.03 1.00 180.0 R -Value Area X WPM = Points 5.0 5.0 5.0 0.0 0.0 0.0 15.0 45.0 132.0 177.0 83.7 111.0 45.0 72.0 620.7 5.49 1.00 82.0 262.0 0.30 39.6 0.30 53.1 0.30 25.1 2.20 244.2 2.20 99.0 2.20 158.4 619.4 DOOR TYPES Area X BWPM = Points Adjacent Exterior Base Total: 48.0 74.4 CEILING TYPES Area X BWPM = Points Under Attic 235.0 0.10 23.5 Base Total: 24.0 1.30 31.2 24.0 1.80 43.2 235.0 FLOOR TYPES Area X BWPM = Points Slab 69.0(p) Raised 0.0 0.00 Base Total: 23.5 -2.1 -144.9 0.0 -144.9 INFILTRATION Area X BWPM = Points 235.0 -0.06 -14.1 EnergyGauge® DCA Form 600A -2004R Type 1.Exterior Insulated 2.Adjacent Wood As -Built Total: T 1. Single Assembly As -Built Total: Type 1. Slab- On -Grade Edge Insulation As -Built Total: EnergyeauRES'2004R FiRCSB v4.5.2 Area X WPM = Points 24.0 24.0 48.0 235.0 0.0 69.0(p) 69.0 EnergyGauge® 4.5.2 1.80 1.90 43.2 45.6 88.8 R -Value Area X WPM X WCM = Points 19.0 235.0 0.11 X 1.00 -2.10 235.0 -0.06 25.9 25.9 R -Value Area X WPM = Points - 144.9 -144.9 Area X WPM = Points - 14.1 FORM 600A -2004R EnergyGaugeT"' DGA Form 600A-2004R EnergyGaugeeIFIaRES'2004R FLHGSB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: BASE AS -BUILT Winter Base Points: 440.5 Winter As -Built Points: 837.1 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHIJ) 440.5 0.5540 244.0 (sys 1: Through - the -Wall HP 16000 btuh ,EFF(12.8) Ducts: None 8371 1.000 (1.00 x 1.000 x 1.00) 0.266 0.950 211.8 837.1 1.00 1.000 0.266 0.950 211.8 FORM 600A -2004R EnergyGaugeT"' DGA Form 600A-2004R EnergyGaugeeIFIaRES'2004R FLHGSB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012 PERMIT #: AS -BUILT BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2 2273.00 4546.0 Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 40.0 0.92 2 As -BulR Total: 1.00 2273.00 1.00 4546.0 4546.0 CODE COMPLIANCE STATUS BASE Cooling + Heating + Hot Water = Total Points Points Points Points 2109 244 4546 6899 AS -BUILT Cooling + Heating + Hot Water Points Points Points 1400 212 4546 Total Points 6158 PASS EnergycgeTM DCA Form 600A-2004R EnergyGaugo ® /FIaRES2004R FLRCSB v4.5.2 COMPONENTS SECTION _ _ _.. — __ REQUIREMENTS FOR EACH Pl ACTICE CHEC Exterior Windows & Doors 606.1.ABC.1.1 Maximurn:.3 ctm/sq.ft. window area .5 cfrn /sq.ft. door area Exterior & Adjacent Watts 606A .A130.1.2.1 Caulk gasket, weatherstrip or seal between: windows/doors & frames, surrounding wee; foundation & wall sole or sill plate; joints betty en exterior wail panels at corners; utility penetrations; between wall panels & top /bottom plates; between wails and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. / l/ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ,/ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that is sealed at the perimeter, at penetrations and searns. V Recessed Lighting Futures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cirri from conditioned space, tested. �� V kA _ E � Multi-story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHEC __ Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commerce pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. h( A; Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ,/ Air Distribution Systems 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. Ducts in unconditioned attics: R-6 min. insulation. / �/ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common Comm ceiling & floors R -11. / 1../ FORM 600A -2004R EnergyGaug: 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT it 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) EnergyGaugam DCA Form 600A -2004R EnergyGauge /FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY C 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass typel and area (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Concrete, Ext Insul, Exterior c. Frame, Steel, Adjacent d. Concrete, Ext Insul, Exterior e. 2 Others 10. Ceiling types a. Single Assembly b. N/A c. N/A 11. Ducts a. N/A b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score, the more efficient the home. LAWRENCE, 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- Addition Single family 1 2 No 235 ft by 13- 104A.5 if not default) Description Area 7 a(sngle Default) 45.0 ft 7b. (Clear) 45.0 ft R.0, 69.0(p) ft R =5.0, 177.0 ft - R =5.0, 132.0 ft - R}.0 111.0 ft - R =5.0, 83.7 ft 117.0 ft R =19.0, 235.0 ft - b. N/A c. N/A 13. Heating systems a. Through- the -Wall HP/Split 12. Cooling systems a. Through- the -Wail ACISplit Cap: 12.0 kBtu/hr - SEER 21.00, Unducted _ Cap: 16.0 kBtu/hr HSPF: 12.80,Unducted - b. N/A - c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons - EF: 0.92 b. N/A - c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C-Multizone cooling, MZ-H -Multi one heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FIA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www fsec ucfedu for information and a list of certi Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For arto+al glass type and auras, see Summer & Winter Glass output onoages 2&4. EnergyGauge® (Version: Fi RCS v4.5.2) PT, Project Name: LAWRENCE RESIDANCE Builder: Address: 42 NE. 107 STREET Permitting Office: �� �s�� 1 C State: IA�11 SHORES, FL 33012- Permit Numb Owner: LAWRENCE Jurisdiction Number: 232600 Climate Zone: South 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi - family Single family _ a. Through -the -Wall AC/Split Cap: 12.0 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 21.00, Unducted 4. Number of Bedrooms 2 _ b. N/A 5. Is this a worst case? No _ _ 6. Conditioned floor area (ft 235 ft _ c. N/A _ 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) _ a. U factor: Description Area 13 Heating systems (or Single or Double DEFAULT) 7 a(Sngle Default) 45.0 ft — a. Through- the -Wall HP/Split Cap: 16.0 kBtu/hr _ b. SHGC: HSPF: 12.80, Unducted _ (or Clear or Tint DEFAULT) 7b. (Clear) 45.0 ft - b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 69.0(p) ft _ b. N/A _ c. N/A _ c. N/A 14. Hot water systems — 9. Wall types a. Electric Resistance Cap: 40.0 gallons a. Concrete, Ext Insul, Exterior R=5.0, 177.0 ft _ EF: 0.92 b. Concrete, Ext Insul, Exterior R =5.0, 132.0 ft _ b. N/A _ c. Frame, Steel, Adjacent R=0.0, 111.0 ft _ — d. Concrete, Ext Insul, Exterior R =5.0, 83.7 ft _ c. Conservation credits _ e. 2 Others 117.0 ft _ (HHR Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Single Assembly R =19.0, 235.0 ft 15. HVAC credits PT, _ b. N/A _ c. N/A _ 11. Ducts a. N/A b. N/A _ (CF-Ceiling fan, CV-Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C-Multizone cooling, MZ- H- Multizone heating) FORM 600A -2004R EnergyGauge® 4 2 FLORIDA ENERGY EFFICIENCY C fl tfg /ErVIE FOR BUILDING CONSTRUCTIO AU6 2 4 20071 EP DATE: I hereby certify with the Florida G. , Roc Area: 0.19 Total as -built points: 6158 Total base points: 6899 OWNS lions covered by Florid. Energy arms DATE :^l r ZAP - 07 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output • =<< _ 2L4. EnergyGauge® (Version: FLRCSB v4.5.2) Florida Department of Community Affairs Residential Whole Building Performance Method A BY. PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFI DATE: FORM 600A -2004R EnergyGauge® DCA Form 600A-2004R EnergyGaugeer/RaRES2004R FLRCSB v4.5.2 €nergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SNORES, FL, 33012- PERMIT #: BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 235.0 30.53 1291.0 WALL TYPES Area X BSPM = Points Adjacent 228.0 1.00 228.0 Exterior 392.7 2.70 1060.3 Base Total: 620.7 1288.3 DOOR TYPES Area X BSPM = Points Adjacent 24.0 2.60 62.4 Exterior 24.0 6.40 153.6 Base Total: Type Area X SPM = Points 48.0 216.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 235.0 2.80 658.0 1. Single Assembly 19.0 235.0 9.24 X 1.00 2171.4 Base Total: Base Total: 235.0 658.0 As -Built Total: FLOOR TYPES Area X BSPM = Points Slab 69.0(p) -20.0 - 1380.0 Raised 0.0 0.00 0.0 - 1380.0 INFILTRATION Area X BSPM = Points 235.0 18.79 4415.6 AS -BUILT Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points 1.Single, Clear 2.Single, Clear I As-Built Total: N 0.0 0.0 15.0 70.53 1.00 1057.0 N 0.0 0.0 30.0 36.46 1.00 1093.0 45.0 2150.0 Type R -Value Area X SPM = Points 1. Concrete, Ext Insul, Exterior 2. Concrete, Ext Insul, Exterior 3. Concrete, Ext Insul, Exterior 4. Frame, Steel, Adjacent 5. Frame, Steel, Adjacent 6. Frame, Steel, Adjacent As -Built Total: 5.0 132.0 120 158.4 5.0 177.0 1.20 212.4 5.0 83.7 1.20 100.4 0.0 111.0 4.40 488.4 0.0 45.0 4.40 198.0 0.0 72.0 4.40 316.8 620.7 1474.4 1.Exterior Insulated 24.0 6.40 153.6 2.Adjacent Wood 24.0 3.80 91.2 As -Built Total: 48.0 244.8 235.0 2171.4 Type R -Value Area X SPM = Points 1. Slab -On -Grade Edge Insulation 0.0 69.0(p) -20.00 - 1380.0 As - Built Total: 69.0 - 1380.0 Area X SPM = Points 235.0 18.79 4415.6 BASE AS- BUILT Summer Base Points: 6488.9 Summer As -Built Points: 9076.3 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) = Cooling Points 6488.9 0.3250 2108.9 (sys 1: Through- the-Wall AC 12000btuh ,SEER/EFF(21.0) Ducts: None 9076 1.00 (1.00 x 1.000 x 1.00) 0.162 0.950 9076.3 1.00 1.000 0.162 0.950 1400.1 1400.1 FORM 600A -2004R EnergyGaugeTM DCA Form 600A-2004R EnergyeaugetIWFlaRES'2004R FLRCSB v4.5.2 EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ) ADDRESS: 42 NE. 107 'STREET, M'IAM$ SHORES, FL, 33012- PERMIT #: FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: 1 BASE GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 235.0 3.60 152.0 WALL TYPES Area X BWPM = Points Adjacent Exterior 228.0 392.7 Base Total: 620.7 0.50 114.0 0.60 235.6 349.6 DOOR TYPES Area X BWPM = Points Adjacent 24.0 1.30 Exterior 24.0 1.80 Base Total: 48.0 31.2 43.2 74.4 CEILING TYPES Area X BWPM = Points Under Attic 235.0 0.10 Base Total: 235.0 23.5 23.5 FLOOR TYPES Area X BWPM = Points Stab Raised Base Total: 69.0(p) 0.0 -2.1 - 144.9 0.00 0.0 -144.9 INFILTRATION Area X BWPM = Points 235.0 -0:06 -14.1 - Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Poin 1.Single, Clear 2.Single, Clear As - Built Total: W 0.0 0.0 N 0.0 0.0 15.0 5.49 1.00 82.0 30.0 6.03 1.00 180.0 45.0 262.0 Type R -Value Area X WPM = Points 1. Concrete, Ext Insul, Exterior 2. Concrete, Ext Insut, Exterior 3. Concrete, Ext Insul, Exterior 4. Frame, Steel, Adjacent 5. Frame, Steel, Adjacent 6. Frame, Steel, Adjacent As - Built Total: 5.0 5.0 5.0 0.0 0.0 0.0 132.0 177.0 83.7 111.0 45.0 72.0 620.7 0.30 0.30 0.30 2.20 2.20 2.20 39.6 53.1 25.1 244.2 99.0 158.4 619.4 Type 1.Exterior Insulated 2.Adjacent - Wood As -Built Total: Type AS -BUILT Area X WPM = Points 24.0 24.0 1.80 1.90 43.2 45.6 48.0 88.84 R- Value Area X WPM X WCM = Points 1. Single Assembly As -Built Total: 19.0 235.0 0.11 X 1.00 235.0 25.9 25.9 Type R -Value Area X WPM = Points 1. Slab -On -Grade Edge Insulation As -Buif Total: 0.0 69.0(p) -2.10 69.0 -144.9 -144.9 Area X WPM = Points 235.0 -0.06 -14.1 EnergyGauge® DCA Form 600A -2004R EnergyOaaigaliFIaRES'2004R FLRCSB v4.5.2 BASE AS -BUILT Winter Base Points: 440.5 Winter As -Built Points: 837,1 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 440.5 0.5540 244.0 (sys 1: Through- the -Wall HP 16000 btuh ,EFF(12.8) Ducts: None 837.1 1.000 (1.00 x 1.000 x 1.00) 0.266 0.950 837.1 1.00 1.000 0.266 0.950 211.8 211.8 FORM 600A -2004R EnergyGaugeTM DGA Form 600A-2004R EnergyGaugsefFtaRES2004R FLRGSB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: 1 FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2 2273.00 4546.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 40.0 0.92 2 1.00 2273.00 1.00 4546.0 As -Bulft Total: 4546.0 PASS EnergyGaugeT°" DCA Form 600A -2004R EnergyGauge®/FlaRES'2004R FLRGSB v4.5.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 2109 244 4546 6899 1400 212 4546 6158 FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2 2273.00 4546.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 40.0 0.92 2 1.00 2273.00 1.00 4546.0 As -Bulft Total: 4546.0 PASS EnergyGaugeT°" DCA Form 600A -2004R EnergyGauge®/FlaRES'2004R FLRGSB v4.5.2 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK V Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area .5 cfrn /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows!doors & frames, swmundi g wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. _I// Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration Mier is installed that is sealed to the perimeter, penetrations and seams. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board &top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. , / Y/ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type 1C rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. fr r� I Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Adddional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. n 14 COMPONENTS SECTION _ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.32. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required ir Swimming Pools & Spas 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 a minimum thermal efficiency of 78%. 1 1 (1 Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 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. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. l/ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common wads -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. //', FORM 600A -2004R EnergyGaugee 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) Energyeaug&M DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCSB v4.5.2 • ENERGY PERFORMANCE LEVEL (APL) DISPLAY C ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score, the more efficient the home. LAWRENCE, 42 NE. 107 STREET, MIAMI SHORES, FL, 33012- 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi - family Single family _ a. Through- the -Wall AC/Split Cap: 12.0 kBtu/hr 3. Number of units, if multi- family 1 4. Number of Bedrooms 2 _ b. N/A _ 5. Is this a waist case? No 6. Conditioned floor area (ft 235 ft _ c. N/A 7. Glass type' and area (Label mod. by 13- 1044.5 if not default) a U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(Sngje Default) 45.0 ft - a. Through- the -Wall HP/Split Cap: 16.0 kBtu/hr _ b. SHGC: HSPF: 12.80,Unducted _ (or Clear or Tint DEFAULT) 7b. (Clear) 45.0 ft - b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 69.0(p) ft _ c. N/A b. N/A c. N/A _ 14 Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Ext Instil, Exterior R =5.0, 177.0 ft b. Concrete, Ext Instil, Exterior R=5.0, 132.0 ft _ b. N/A c. Frame, Steel, Adjacent R=0.0, 111.0 ft _ d. Concrete, Ext Instil, Exterior R=5.0, 83.7 ft _ c. Conservation credits e. 2 Others 117.0 ft _ (HR-Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Single Assembly R =19.0, 235.0 ft _ 15. HVAC credits PT, b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. N/A _ MZ-C-Multizone cooling, b. N/A _ MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: SEER: 21 00, Unducted _ Address of New Home: City/FL Zip: `NOTE: The home's estimated energy performance score is only mini/able through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar' your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www fec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass outtp�ut on pages 2&4. RnergyC,rauge® (Version: F7 CS v4.5.2) EF: 0.92 _ • jce :01 -6342 LOCATION SKETCH SCALE 'I LEGAL the Plat ° 4e 40• e 3'3\9B9 . � .� . 9 ° % l k. 9 79 7 ? ' 1 1 9 '7 . I 99' ,4, p 4 7 9 99 ^.59 997 9 .9 ' 07. G69 ' { /0 7 r " - e 5,Block k/1,914 tri- +4 0 0 V 5:1 _ -9 ? a - c e ° s ' --- . _._ _ -... DESCRIPTION:Lot thereof as recorded _ .. _ 207,DUNNING'S MIAMI SHORES EXTENSION in Plat Book 42,page 33 of the Public Records • NO. 3,according to of Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT 2) EXAMINATION OF THE INSTRUMENTS, IF ANY, 3) (2.22) DENOTES THOSE 4) LOCATION AND IDENTIFICATION SECURED AS SUCH INFORMATION THIS PROPERTY IS ...- .•rte• u . TO OPINION OF TITLE. ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED AFFECTING THIS PROPERTY. ELEVATIONS REFERRED TO NGV DATUM. OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT WAS NOT REQUESTED. Updated ° •October 26 , 2006 IN TJIE LIMITS OF FLO 1 1 21 E • a.: r • !.• •,• 1 - • I .• 1 1 1 0 _ : I . CERTII�IED TO: ' o mancm center,inc.,its Successors and /or AssignsHpe�.Xit1e Agency,Inc., e rey NI ,awrence,Fidelity National Title Insurance Comp. .Sentember 19.2001 APPLICABLE ZONING. UNDERGROUND. ZONING AND BUILDING SET BACKS , MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED 6187 la.ffi3.,F1. PH. TO: # > THIS • • I Hf Rf B ,CERTIF . �hs=t the attached Plan of Survey of the above described property is true and•eosreet to the•bast :a/ 'my knowledge, information and belief, as recently surveyed and pl>?esC 0 04 ty:ageetign, ai=d that there are not above - ground encroachments other than those lhahmit Whit stropi the minimum technical standards set forth by Florida Board of Surveyors pursuant to Chapter 61G17-6,Florida • ••' • trative Code,Section 472- 027,Florida Statutes _ .•. / / // i " • • � SURVEYING,INC. L.B. No. 3333 167th. Street Nil 167th. 33015. (305)512-4940 • • • • • • • • LAZARO D. ALONSO • • •• • • • • • ••• PROFESSIONAL LAND SURVEYOR IS A BOUNDARY SURVEY CERTIFICATE NO. 3590 STATE OF FLORIDA NOT VALID UNLESS, SrA 7■N EMBOSSED SURVEYOR'S SEAL •• •• • • • •• • • ••• • • •• • le 0 et o .� - 1 �G�Te 89 ¢ y4 fr goal Qu%APS 0 PLAN OF SURVEY iss rs+ A I 1 e. c .,+ 145' ID- Goo' A s 1 S -roe -e c +3 4Z 0.E- ior'3 7i t &M• S u 091 '1r1 n ti�.PsS 31. 3 24.5' ruolo. i - 75.0®' -- ►a Asf 11 10.33) It 40 f k. f O-1 l> i C - 5 - 1 -1- r ST o ( Ia.ZZ I 3 0 0 o l v ve (0 0,41 F�t c,CP1 Cou c r a*_TG ' u }C t2 1 a4 G. erE, ,cam e°I s mc Cos., . - SC=7 ''•".- t \01 �gOgIIWMi JUL 8 2007 BY: . ... • • • • • • • M BLDG. • • • .• • • •• ••• •• • • • •• • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • •• • • ••• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • • SUBJECT 10 COMPLIANCE WITH ALL FEDE L STATE AND COUNTY RULES AND REGULATIONS • • • • • • • • • • • • • • • • • • i • E.. li I . f iv e i Cfrogto r-i- • ' • - - t --. --;:'-' - 05 - I _Lfk &It 4 -.4 • - : . • - f- 4 • • • • • • Trym.4.6/11.4 • ^ • • ?„... • . . . . Edward A. LANDERS P.E. CONSULTING ENGINEE 3 a - t — .... . '.: . . . „ .... . ; i - • :- i . LL -Ar.q..gramo,41,1er.,..Arayas • ... — . 4 , - 01•• : 5 ■ - " ! • .. . . . •- • • • •••• ' ••'•••• ...t. I " :: :-• • : - 41- . ...„ __. , • • alt ,.._ - . - . • .. . . : , wi -, InAll PG cal 1 X rTI • • . ' ---1 l 'F ' Sle. - 7 -i-- - . . . •••.••. ▪ , • : : • , • .:: : : • , ; , ..1 „.• : ••.••• - • - : , : i :. ei : .E. #038398 (305)823-3938 • ••:. . •:” 4 g • •.., • • - . • : • . .• • 4 • : : ..... . • .. I: i • • • • 4 : • : • . • . • og 4. • - ......... ..z..........i... .. —.i. —0. ..,.. .... a-. ....t........•-■ • • .......-. •:4 " et - - - - I - i . ‘"■ • .. .•":. -- - i • . • 1? • • • • : , :, • : 0. l'• • Is • .. :: • • • P ' • • i . 1 . . . : • • • f . • ••, ; , . • • „ . • • . • - • . . .i. . . . : . jI - to 4z,"IE107,s77y24 CA • — • • • ‘. • • Edward A. LANDERS, RE. 3j CONSULTING ENGINEERS - • .4 • • , . 4. : - - P.E. #038398 140 ) STN • ki P-r."6 ratjte -0,944.0 'aorkirkr • • • s : 4!) : •aeoia • • tt .- USt1 1 7 . ▪ • • do • T • (30S)823-3938 CAt 4 1 V --Ce5 - . :0 • • . • • • • • . • • • • • • • : - • :• • :// •t• • e • • ■F • • • j • • 6 • • *AP • : • • • 15 • i i t • S. • . • • 5 • 5. i i • 41. e•-••••• • ■•••>•--- - . - olio;• oil, I, — • ,•• . • i • e • - •• 3 .•• s • • - - • a .. ; • A. _...:........... :. .. .:.... — : -.••-•.* • al- . — 4 ii • r : • ... • : • : 1 ' -- • . . • • ' -: • 6 -1 77•0 4 ', 1 0„ • : . . ( r?"1 4 7° ' (6 r-----r----. --- --,- - -: -- , ---- • . . : . .. . 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CONSULTING ENGINEERS s •!. t34t4 $%#1 P.E. #038398 • (305)823-3938 • - • — • . - • a,s• • a • .. • : - . • • • 4 • • : • s ! • i p , .; , • ; O It OOO p * ' 1 ..-......... •4:.,.. ..... IASI! ow.c.s.64; exa •■••••SSIS 1 % , —.•■•• 1 t• • . Z • . Z I 241,•• 410 i. 0;0 IS; ; •2244212• • t • i • ' • • • • - 2. 3 • •;1• • --k– – ----i I .-0 --10.• arr– • 4 -- "rorirep – --; • 474. 2 i • • • ; :• • 0i • • .. •-•:- 23.•• 0:•• • •••••-.. -••-•• 44 . •217 !16 7 i 6 14 • Y.: .?,?'• f.$4 0.111P0 • • 3 110 : • ft.•-• i•••• • IFIPIABIOM441.‘,96. at. • • • • • • • • • • • • Edward A LANDERS, P.E. CONSULTING ENGINEERS t • • • 7 - • • • . — . . : . . . . -• —.734 r X324 Aita.°04-14,-- • x,,to . . • • . . • • • • • : • • • • . A. a • • • • , • • WI ...I. (6:Qc:.- • . ..... . -. , . ••,.••. • 3 . . 1 • OIT leir .. ...r ......... ' '-'.. S 4 S... t - . i .00400: * . • 10 • • ...: • . • ' "-y-'-'-- . - .-.---',- sr• irer iolv----1: -vireirar , -----,--- i • - • - • • .:. • • is •.. . . ••; •• : : •• • • , r,! !..••,,...• • . • .••1 :• : • I •• •. .4 / • • . : • ; •• ; 1. E t* • • • i 1 • • • • . . • • • . ='•••••*•• — DT — i* L "...... • • ; ... 1 . E. ' z • : : • •' • ': ' - . • • : i . : . . . -. - • -• •" • •-• • 1 • P.E. #038398 (305)823-3938 4 11-07 j 447 r = 1,38 Pm a 1,600 pal Bar Size Bar Spacing (In) 1n A, M On-Ibfi1 8 B Bar acing On) I ) ) 4 Bar Size Bar acing (In) 0n M (In4b/f0 Bar Size . Bar Spacing (In) A On' . M (ndb/ft) 8 1.19 20,072 24 0.10 8,311 8 1. 9 21,880 ; OP sr /0m Nt 4amvr ms. w.e.r 1 72 0.13 8,928 8 0.90 19,008 72 0.13 8,310 8 0 0 20,847 24 0.10 8,348 8 0.86 17,730 58 0.09 7,804 8 0. 9,201 72 0.10 8,114 18 0.69 18,809 40 0.09 7,753 16 0.8'9 18,088 68 0.09 7,840 8 0.47 18,221 72 0.10 7,682 8 0.47 17,611 40 0.09 7,788 18 0.45 18,880 34 0.08 6,829 18 0.48 18,983 84 , 0.08 8,860 24 0.40 18,040 48 0.08 8,808 24 0.40 18,308 ,,1 Q 18 0.33 14,499 32 0.08 8,308 18 0.33 18,880 48 0.08 8,63 8 . 0.30 14,301 98 0.10 8232 8 0.30 18,381 24 0.30 14,087 72 0.07 8,070 24 0.30 18,198 72 0.07 8,097 32 0.30 13,987 96 0.08 8,887 32 0.30 15,118 96 0.08 8,085 40 024 13.160 36 0.07 5,678 40 0.24 14,181 58 0.07 6,800 18 0,23 13,134 40 0.08 8,088 18. 0.23 14,127 120 0.08 8,387 32 0.23 12,972 120 048 4,988 32 0.23 13,983 40 0.08 5,104 CD 24 0.22 12,898 m 84 0.08 4,881 CD 24 0.22 13,871 64 0.08 4,900 48 0.20 12,486 98 0.08 4,682 48 0.20. 13,392 120 0.08 4,888 40 0.18 12,103 120 0.08 4,648 40 0.18 12,982 98 0,08 4,673 32 0.17 11,768 72 0.08 4,339 32 ,0.17 12,892 72 0.06 4,368 24 0.18 11,808 48 0.06 4,284 24 , 0.18. 12,318 48 0.08 4,278 48 0,18 11,374 88 0,jJ4 , ,806 • • 18 •• 0.18 12,171 68 0.04 3,687 18 0,15 11,374 120 0.04 3,843 ; : :4 0.18 12,171 120 0,04 3,658 40 0.13 10,839 98 0001 1,204 ; • .:88., 0.17 11,479 96 0.04 3,287 58 0.17 10,884 64 0.:04 •1,198' • •48• 0.13 40,888 64 0.04 3,209 58 0.13 9,749 72 0.03 2,843 88 0.13 10,432 72 0,03 2,862 32 0.12 9,898 120 0.03. 2,803 64 , 0.15 10,044 120 0.03 2,814 84 0.18 9,349 96 0.03: 2,132 - • 98 0.03 2,139 48 0.11 9,108. 120 . •0.02 : 1,708 , .48 • ►.1 120 0.02 1,711 84 0.11 8,830 • • • ' • .11 9,128 TABLE3.2 Reinforced Wall Properties Load Combinations Not Including Wind or Seismic Steel Reinforcement Prooejtlea 81n E, 29,000,000 psi d a 3.8126 in F 80,000 pal I Effective nth Out-of-Plane Restating Moment and Shear for Bare Positioned In the Center c Wall ... • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • .• • • • • .. •. • • • ... • • (Table Arranged by Increasing M 1,380 psi m 1,600 ps1 Edward A. LARDERS, P.E. CONSULTING ENGINEERS 5..ykr‘ 9 f M 9va0 \ ' P.E. #038398 (305)823 -3938 Ft, 3 3 Pell G. 3 5 OVA :.. . • • rygrly •••• • • •••• • •• ..,.:..:.y.:.. lb' •• •• .. • . : • • ••44, ., •• • •••.• • • • doh ` .... L0. J 1, two )04: btrA 4-1 1-0 -1 Z Rx fi Z lI Edward A. LARDERS, P.E, CONSULTING ENGINEERS G. P4-3 10 (II x24x P.E. #038398 (305)823 -3938 0, M • •••• • • :.;.•.: ,.._.. •..:,..:::.::•.•.•••• '.•••'i••• • • i • • c • • .• • .. • • • •• • ••:• • F ••■• • • •••: • • • •• ; ••• • • •. -. • • '• •: iiip • • • •••.• • • • • . • • • 7 .... ...... Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • • • • •••• 4,4,0i • , • • 0. • •• • • ••• • • • • : • • 0••‘• • : • • •••i• I• • : 4--tfr-tn I Condition Gust Factor Category 1: Rigid Structures - Simplified M ethod ..." , : Gustl For rigid structures (Nat Freq > 1 Hz) use 0.85 'On Gust Factor Category 11: Rigid Structures - Complete Analysis _ � _ _ • -, - Zm Zmin •J5.44ft • Izm Cc * (331z) ^0.167 D.2281 • Lzm I *(zm /33) ^Epsilon 427.Q6 ft •• Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) ^0.5 b.91'76 • • • Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8816 1 -0.18 ,Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Condition Type of Structure Height/Least Horizontal Dim Gc i Max + No Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.25 Flexible Structure No WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: LAWRENCE RESIDENCE, 42 NE 107TH STREET, MIAMI SHORES, FL User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 11 C 1 3.0 14.0 Hipped 1 9.00 14.00 12.50 50.00 55.00 mph Hz :12 Deg ft ft ft ft ft Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 ,§00.0.0 ' D•2 .9 5.44 •• ft • ••• ft • 4/11/2007 • • • • • •• • • • • • • • • • • Page No. 1 of 4 • • • • • • • • • • • Elev ft Kz Kzt qz Ib/ft"2 Pressure (lb/ft "2) 2.01 *(15 /zg) "(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -27.24 -10.56 50.40 37.80 283.50 Variable Formula Value Units Kh 2.01 *(15 /zg) "(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)"2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256*VA2*I*Khcc*Kht*Kd 46.32 psf Wall. Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) I 0.8 ote: osltive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients. Cp Loads on Main Wind -Force Resisting Systems (Me • • 2) B WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights I L • • • • • •• • • ••••• • • • •• •• • • • • • • • • • •• • Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 50 ft Face Additional Runs may be req`d for other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 55 ft wall) Side Walls -0.48 -0.50 -0.70 -27.24 -28.03 -35.90 -10.56 -11.35 -19.22 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 50 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.54 -0.04 -0.46 -0.54 -0.46 0.80 -29.60 -9.76 -26.45 -21.26 -18.11 31.50 -12.92 6.92 -9.77 -21.26 -18.11 31.50 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. •. •• • • ••• • • • •• • • • • •• • • • • • • • • • •••• • •••• ••• • • •• 4/11/2007 • • • • • • • • • • • • C Page No. 2 of 4 1 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (ps) Min P (Psf) Max P (psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 - 0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 4/11/2007 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 55 ft face Dist from Windward Edge: 0 ft to 25 ft - Max Cp Dist from Windward Edge: 0 ft to 6.25 ft - Min Cp Dist from Windward Edge: 6.25 ft to 12.5 ft - Min Cp Dist from Windward Edge: 12.5 ft to 25 ft - Min Cp Dist from Windward Edge: > 25 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.43 -43.77 -43.77 -28.03 -20.15 1.25 -27.10 -27.10 -11.35 -3.47 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15/zg) ^(2 /Alpha) Kht = Topographic factor (Fig 6-2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof Transverse Direction * p = qh * (GCpf - GCpi) WINDO2 v2 -21 Torsional Load Cases • • • • •.• •• • Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 0.85 1.00 46.32 14.0 Deg • • Longitudinal Direy# J •• • • • • •••• ••• • • • • • • • • • •• • • • • •• • • •••• • • •••• ••• • • • • Page No. 3 of 4 • • • • • • • • • • • • Component Width (ft) span (ft) Area (ftA2) Zone GCp Nir ii Prgss (Ib/ita Max Min 64 Ne ; Mill.. TRUSSES 2 30 133.30 1 0.30 -0.80 2328•• -45.40 TRUSSES 2 30 133.30 2 0.30 -1.20 22.2• • -63.93 , TRUSSES 2 30 133.30 3 0.30 -1.20 Z2.22 -63n WINDOW 3.33 4 13.32 4 0.98 -1.08 53.8 -58.27 DOORS 3 7 21.00 4 0.94 -1.04 32.)? -56$6 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5 =_> 5.00 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to receive a help Screen • 4/11/2007 • • • • • • •• • • • • • • • • ••••• Page No. 4 of 4 • • • • • • • • • • •••• • • •••• • • • • • • • •• • ••• • • • GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30-09 per 09 -1089 confirmed with homo ownor on 11 13 0 9 job will bo- corplote tip -bar -date Passed Inspector Comments r Failed Correction Needed Re- Inspection e ee .••• • ••• ••• •• • No Additional Inspections can be scheduled re- inspection fee is paid. •• • • • • ••• . • • • • • . • • until ••• • • • • •• 1 • • • •• • • • • • - . I nspection Number: INSP- 130210 Permit Number: RC -7 -07 -1501 I Inspection Date: November 25, 2009 Inspector: Dacquisto, Day Owner: Job Address: 42 Project: November 25, 2009 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments • . • • • :• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • . • • • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • • • • • • • • ' • • ?or Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 JOS:) -6342 LOCATION SKETCH SCALE .rs S (56,949 . . .. ' 7.B L3 /6 4 4e5 40 NW l4 \ 41.L r 7'O 1 ' 79' I '/fft°+' q 210 A •� ,O // ,e /B /4 /. /a " N � • 9,3 B69 .90 9d ' ,.\W` „ S ' J., � . . 7423B .: 9 /0 // . ' a 7V 839 7.9 < .. 669e , c _ e / ?V c _‘.. j .. i .I 99 !'xC.9/9 ` 4 8 6 �, _ 4 9 e / a 95 k , 1 .t9 f3 P e ? a 7.9 9.396' .60 Se 4% 74 c .. ,j".7:' ... , i...F.:...._.... LEGAL DESCRIPTION:Lot 5,Block 207,DUNNING'S MIAMI SHORES EXTENSION NO 3,according to the Plat thereof as recorded in Plat Book 42,page 33 of the Public Records of Dade County,Florida. -• GENERA. NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) 1222) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. p� 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT T updated HE ROP E PROPERTY W EREN O T 5 , 2 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. THIS PROPERTY IS IN THE LIMITS OF FLO ( ' Z ' E X Updated:October 26,2006 , • .• e - r.yyei 111 e.4: ■ e 1 - K 4,4 ( - 1' 11 ,..I Ol t,:. C •TI I� TO: `D inancing center,ince,its Successors and/or AssignsHpe Agency,Inc., National Title Insurance Comp. September 19.2001 APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO: I HEREBY CERTIFY: That the attached Plan of Survey gf theerrredescribed property is true and correct to the best of my knowledge, information and belIat bser=Ny: suwveyesld platted under my direction, also that there are not above -0,44 • :entroscheuenteg other �len those shown. This survey meets the minimum technical iegapdards set • 2rythe Florida Board of Land Surveyors Chapter 61 G 17= Porlda• ` • e • trdtive pursuant to , SURVEYING,INC. Code,Section 472- 027,Florida Statutes. / j ���_ L.B. No.. 3333 • • � 7" • • • 6187 NW 167th. Street # 11--5 ' • • O HE. • N am f 33015, PR®FE IOI IAC SJRVESIOj1 : ,F1. . • l!AND PR- (305)512 --4940 THIS IS A BOUNDARY SII STATE OF F F FLOORIDA RIDA RVEY CERTIFICATE • • NOT VALID UNLESS SEALED WITH AN EMBOSSED SCIRW141R:S:SEAL: • :• • . • • ••• • • • • • ••• •• ••• • • • • •• • • • • . • • • • : : • •• • •• •• • • • • •• •• •.: • •• • • : • • • • • •• •• • • •• • • •• • 1 • • • • • • • ••• PLAN OF SURVEY Cm:51314- (3to c occ- 10� T c ow: Co+sc,, C� tarz L tca� 20 IC e SUBJECT TO COMPLIANCE WITH ALL FEDERAL S FL, COUNTY' RULES AND REGULATIONS • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • •• •• • •• ••• • • • • • •• • • • • • • • • • • • • • • •• • • • •• • : ••• • •• • •• • •• • • • 11 •• • • • • • •• • ••• ••• • • ••i • • • • • • • • • • • ••• • • • 1* •• o o • • • • ••• ••• • • • • • • • ••• • • • • � • • • • • • • • • • • • ••• • • • • • ▪ ••••• • • •• • • ••• • • GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with homo ownor on 11 13 00 job will bo- complote date. -by Passed / / Inspector Comments ( ' cie / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 133935 Permit Number: RC -7 -07 -1501 Inspection Date: January 21, 2010 Inspector: Bruhn, Norman Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project <NONE> Miami Shores, FL 33161 -7030 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments January 20, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with homo ownor on 11 13 00 job will bo- complete-by this -date. C4 Obi �0 Passed '< , /...)6 Inspector Comments CREATED AS REINSPECTION FOR INSP- 130210. Survey does not match approved site plan. DD /O Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until P nspection Number: INSP - 130914 Permit Number: RC -7 -07 -1501 Inspection Date: January 20, 2010 Inspector: Dacquisto, David Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project <NONE> Miami Shores, FL 33161 -7030 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: HARVEST TRUST DEVELOPMENT GROUP Buildin Department Comments January 20, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30-09 per 09 -1089 confirmed with homo ownor on 11 13 9 job will bo thie- compIoto -by . 60/L(6:\ /7 0 Passed ri .. _ ,/1 /o ( v Inspector Comments CREATED AS REINSPECTION FOR INSP - 130210. Survey does not match approved site plan. DD /c) Failed Correction Needed Re- Inspection Fee 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 nspection Number: INSP - 130914 Permit Number: RC -7 -07 -1501 I Inspection Date: January 20, 2010 Inspector: Dacquisto, David Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> Miami Shores, FL 33161 -7030 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments January 20, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 T Joe 1'1 --6342 �• 1 LOCATION SKETCH 1 SCALE '1 ": .,,,+ o _ a69B9 ... ._ • ie i /6• • 7,d t f21O •/ - ;4�EY 7.5" i 7449 r Y.S66 50 (L an � d �' . .,V -g 24667'' 9.0 • ST -c .. G666e . . /(9 ! ry rn .. - . ... . _ _ P / Q '/9 ` WY/1.4 rn c Z a 6 4 9 e / 9. J .� - L {- 9.9 6 ' ., • . 7 9.e , .Fp' .8o • LEGAL DESCRIPTION:Lot 5,Block 207,DUNNING'S MIA— the Plat thereof as recorded in Plat Book 42,page 33 of the n H .,., rt 7 — M Inmi Shores Villaoe AF- nVED BY DATE 7 ONT°1\fG DEFT 60 / 0 E I r „-G DEPT 116 I( 0 a UE IECT TO CC MPLIANCE W]TH ALL FEDERAL S iiE f s�C� T�`I+ '- �i�e�d4 + n , b Public Records of Dade Coilnty,FIori L ..—___+ GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Updated:January 11 ,2010 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV 22) DATUM. 7 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TQTItE PROPERTY S WER , 2009 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. THIS PROPERTY IS IN TJIE LIMITS OF FLO 1 1 Z 1 E X Updated :October 26,2006 • .. • . - . , . n .. • u • • : : • • e v . . I • I ' • ' 1 • 11 1...: I f � �,TIT TO: ' ome inancin cter,i., and/or �t Je tre awrence Fidelity Na ional en Title nc Insurance Su cce C ompsors nd /or AssignsH e . .Se Agency,Inc. r 19.2001 APPLICABLE ZONING. UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CEB.TiFIED TO: 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above -ground encroachments other than those shown. This survey meets the minimum technical standards set forth bythe Florida Board of Land Surveyors pursuant .to Chapter 61G17- 6,Florida • •' • tratiVe SURVEYING,INC. Code,Section 472- 027,Florida Statutes L.B. No. 3333 6187 NW 167th. Street # H -5 LAZARO D. ALONSO M/ aril. 33015, PROFESSIONAL LAND SURVEYOR PR. (305)512-4940 THIS IS A BOUNDARY SURVEY CERTIFICATE NO. 3590 STATE OF FLORIDA Ms1•Iam arirr NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL fPJ c12 a 0 _ 5P 1.15 130D° 0_ 2 90 i S C_ 42 0,E. 10 - r 5 • 4ibm't S s al_ tGl 1040% a 90.s 3 PLAN OF SURVEY I �g is All eY C -b -E e -@Jtct ocr t24b� �Kc�A ►o i-\sQ 12 1 co Co 0 4 0 6 0 SCALE 1 •' lR EC E V E NI JAN 15 2010 as (lto ? L�=1 TYc JOB :01-6342 1 LOCATION SKETCH [ SCALE -I " : o ✓C. ....... " is .ti c . ! L 4. Er• '• 7.e ,G. qi .ad co' W QE_ - qd' ■ - , ] - 75 ! 7166" 210 ' a 9 /O i/ iP' /9 /4 /.9 /G N1QN \.__2.. 7- 9.&66? .5o sd •W '.es ' . 9 / O // . 9a :67 29 _. T I' o • , /0 7T" P / R . ` v 3 eA4441/ r k B G - 75 i 4 9 ? / g: 95 7.4.9.13' ' G ? 6 �• ' � 3% 9� / .50 .BO LEGA the Plat __ o / id B ni Dr 1EP I 9 ', ".....LL),_ SUF' JECT TO COMPLIANCE WITH ALL FEDERAL i /\ IT AND CnUNTY RULES AND REGULATIONS DESCRIPTION:Lot 5-,Block 207U ,D , ,1 thereof as recorded in Plat Book 42 ,P a . ' ` � ( SHOR EXTENSION NO. 3,according to g eV f �e ublic Records of Dade County,Florida.- GENERAL, NOTES [i ` 1) OWNERSHIP IS SUBJECT TO OPINION OF T T ITLC , '' , , 2) EXAMINATION OF THE ABSTRACT OF ttriE L 14(A-VEitCBE ADE TO DE' ENE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS ROP TY -I - . „ a.ted :Janata 11,2010 3) (2.22) DENOTES THOSE ELEVATIONS R E[ TO ` ,\ i fi ', p ' " DATUM. , 4) LOCATION AND IDENTIFICATION OF U ESONI ND,/OR A JACENT TB6T 'PRUPE Y WERE NOj SECURED AS SUCH INFORMATION WAS NOT R ESTED.. _ .. `- - "-� Ps i °tea: Septem�er L5,2009 1l THIS PROPERTY IS IN THE LIMITS OF FL I I ► � 7 , E• 'ki> X UPdated:October 26 , 2006 � � _.,, Tart •ln ,grn mal Innts�ttnns were don - •V . D V TWIT TO : ' ome Financing center,inc.,i " '`.r' e-q rsl- ahi;d AssignsH itle Agency,lnc. _ e Lawrence,Fidelity Na tonal Title Insurance Comp. ` Sentember 19.2001 APPLICABLE ZONING. UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO: 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true 4011111:› and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above -ground encroachments other than those shown. This survey meets the minimum technical standards set forth by Florida Board of Land Surveyors pursuant to Chapter 61G17- 6,Florida • •� • trative SURVEYING,INC. Code,Section 4 2- 027,Florida Statutes. - L.B. No. 3333 "" /� 6187` al 167th. Street # H -5 LAZARO D. ALONSO am ,1F1. 33015, PROFESSIONAL LAND SURVEYOR PH. (30512- -040 TICS IS A BOUNDARY SURVEY cE ATE of FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 0 5 1 S-roeY C (35. 4Z iJ. E. 101 MIDre C t9') V I I I ? Z 1aues.�.: o . O rcj N $oo� 89 4 set fu•aPS TA PLAN OF SURVEY Ir e - is' At) e_y Lc> o csa- 3 e ns % V f - - 5.00 10. Crr 5 ►o It\s1' - rr s.. Nct Ig Ntc4 ` )►1eq :o sp SCALE I " : 7_0 Q rci o 0 3 of) P (Job\ tz4SL 1G' 2AJ (24 E E E JAN 1$ 2i1i r 5-5 = Cc›dmie- (l ®C.fl. ocCcD co C: Co44(4, (t C6 14 1cKt -t ago - Crti CAA 6 ‘,,-) ► ° .CAaf r_f_); a -ems (, j c oin 0 t -54` PERMIT# K C O r i ..1 30I DATE C.I•l) - O7 OWNER ADDRESS cONTRACTO PERMIT TYP DISPLAY THIS RONT OF JOB "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE !1A \1/\T v. • •IA'I Om w••• ■•w w AR EN" wt. w - - w =Ilk N /IL w- -L■ -w ■ /MAIL ■ NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED 4 WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL Rake Floor 2nd F St ep Buck =Z24 rgarilligdi NAM riirr ffiELY liiy+�ll�� MINI IFIIIPY YMMa STRUCTURAL Window Dation Poor ipetailation moP in P rogress Prow Shingle it} P Irtsulatlon y Fot FINAL MAMA Vrikrall P011101_ INN MEI Mir MI mires Ell F l i nrilrirMly 5711,1775M1 AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD Work is allowed Monday through Saturday 7:30 A.M..to 6:00 P.M. NP Work is *lowed on Sundays or Holidays • . MECHA1\JICAL SINEW= TYPE Undgr A/C .Pipe Slab condensate Slab Jenn Aire Rough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilatlon Pressure Test FINAL WIMP INSPECTION Ground Rough Top Out -,2nd Floor Rough 3rd Floor Rough Condensate P aid uppresslort Test tic t er Service L Plank 'Gat Final irrigation INSPECTOR intercept Prime Fire Sprink Fi nal Poo - iaindrai Pool Pipit i ELECTRICAL Temporary Pole Footer Grounding Slab Service Rough B. Alarm Prewlre T.V. Prewke Intercom Prewlre Phone Prewlre B, Alarm Final T.V. Final 30 Day Temp Power Poor Grounding Pool Stab 061144 intercom Final Phone Final MO. FINAL FINAL FOR INSPECT • NS CALL 305 -79 204 INSPECTION REQUEST ' E ACC D DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with homo ownor on 11 13 09 job wilt be complete this -by -date. Passed � 14 Inspector Comments '- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 130215 Permit Number: RC -7 -07 -1501 I Inspection Date: November 25, 2009 Inspector: Bruhn, Norman Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> Miami Shores, FL 33161 -7030 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments November 25, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 U. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al B.u Owner's. Name .fie rey M Lawrence A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 42 NE 107th. Street Mi Shores B1. NFIP Community Name & Community Number Conversion/Comments N/A Check here if comments are provided on back of form. FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION 1,860 State Fl A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOt 5,Block 207,Dunning's Miami Shores Extension No. 3,P.B. 42,Pg. 33,Miami -Dade County.Flnrida.- A4. Building We (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Resident /Addition A5. Latitude/Longitude: Lat. 25.87314 N Long. 80.19695 W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or 6 enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b / 90 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name Miami -Dade a) Top of bottom floor (including basement, crawl space, or enclosure floor) 1 11. -.24® feet b) Top of the next higher floor 11. feet c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet d) Attached garage (top of slab) N/A ._El feet e) Lowest elevation of machinery or equipment servicing the building 10. 22® feet (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 10.2_111 feet g) Highest adjacent (finished) grade (HAG) 10. ] feet Certifier's Name License Number . Lazaro D. Alonso 3590 Pro fessional Surveyor and M apper ny Name UNITEC MAPPING AND SURVEYING,INC. � State ZIP Code 66187 NW ., : �, 7 t� Street # H -5 City Miami Fl. 3.3015 Signa Date Telephone (305)512-4940 ir 0 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28, 2009 ZIP Code 33161 A9. For a building with an attached garage, provide: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 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)? . 0 Yes ® No Designation Date N / A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al 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 C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM N -567 Vertical Datum NGVI) 1929 Check the measurement used. 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 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. B3. State Fl. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) PLACE A O AL RE Replaces all previous editions B4. Map/Panel Number 12086CO302 B5. Suffix L B6. FIRM Index Date 09/11/09 B7. FIRM Panel Effective/Revised Date 09/11/09 138. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al B.u Owner's. Name .fie rey M Lawrence A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 42 NE 107th. Street Mi Shores B1. NFIP Community Name & Community Number Conversion/Comments N/A Check here if comments are provided on back of form. FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION 1,860 State Fl A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOt 5,Block 207,Dunning's Miami Shores Extension No. 3,P.B. 42,Pg. 33,Miami -Dade County.Flnrida.- A4. Building We (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Resident /Addition A5. Latitude/Longitude: Lat. 25.87314 N Long. 80.19695 W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or 6 enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b / 90 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name Miami -Dade a) Top of bottom floor (including basement, crawl space, or enclosure floor) 1 11. -.24® feet b) Top of the next higher floor 11. feet c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet d) Attached garage (top of slab) N/A ._El feet e) Lowest elevation of machinery or equipment servicing the building 10. 22® feet (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 10.2_111 feet g) Highest adjacent (finished) grade (HAG) 10. ] feet Certifier's Name License Number . Lazaro D. Alonso 3590 Pro fessional Surveyor and M apper ny Name UNITEC MAPPING AND SURVEYING,INC. � State ZIP Code 66187 NW ., : �, 7 t� Street # H -5 City Miami Fl. 3.3015 Signa Date Telephone (305)512-4940 ir 0 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28, 2009 ZIP Code 33161 A9. For a building with an attached garage, provide: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 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)? . 0 Yes ® No Designation Date N / A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al 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 C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM N -567 Vertical Datum NGVI) 1929 Check the measurement used. 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 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. B3. State Fl. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) PLACE A O AL RE Replaces all previous editions MPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company iuilding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 42 NE 107th. Street ty State ZIP Code t pany-NAtf; Miami Shores Fl. 33161 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) :opy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. :omments Elevation shown on C2E,if,any refers to A/C Compressor Unit Crown of road elevation:10.11 feet,Crawl space Average elevation. lu.i teet.-Elevations shown on C2a and C2b are tor house doors not for crawl spa : ignature °roperty Owner's or Owner's Authorized Representative's Name address signature :omments :4. Permit Number ocal Official's Name :ommunity Name ignature •omments :MA Form 81 - 31, February 2006 City Title Telephone Date not ave a concre e oor,just groun., SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Date Telephone State ZIP Code oes Date Sept. 25 , 2009 ❑ Check here if attachments SECTI • BU ING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) =or Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, m C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. =1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or : below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secti9n44 Items 8 and/or 9 (see Rote 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet U meters ❑ above or U below the HAG. E3. Attached garage (top of slab) is [] feet ❑ meters ❑ above or [] below the HAG. E4. Top of platfomi of machinery and/or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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? p Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G. he property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) r Zone AO must sign here. The statements in Sections A, B, and E are conect to the best of my knowledge. ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) e 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), d G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. . ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. :. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G5. Date Permit issued G6. Date Certificate Of Compliance/Occupancy Issued . This permit has been issued for. ❑ New Construction ❑ Substantial improvement I. Elevation of as-bulit lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum �. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum ❑ Check here if attachments Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., 42 NE 107th. Street Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State Miami Shores F1. ZIP Code 33161 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side Vievw" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. L,(2_ olz5/ GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with homo ownor on 11 13 09 job will bo complete this -by -date. Passed ZW,./,‘'iW Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 130212 Permit Number: RC -7 -07 -1501 I Inspection Date: November 25, 2009 Inspector: Bruhn, Norman Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments November 25, 2009 Miami Shores, FL 33161 -7030 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 1 To: Building Department Village of Miami Shores Project: Roof Attic: Lawrence Residence Permit # RC707 -1501 42 NE 107 St HARVEST TRUST DEVELOPMENT GROUP This letter is to confirm that the following insulation was installed at the above listed property. 8" CBS Walls: 3/4 " Rigid insulation R -5.0 Between furring strips # 16" o.c. R -max, R -Matte plus R -30 Insulation 9 W Thick fiberglass by Owens Corning. 18495 South Dixie Highway Suite 125 Miami Florida 33157 305.496.0992 305.255.2506 fax License Number CRC 1329000 GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with homo ownor on 11 13 09 job will bo comploto tiais.dato. -by Passed Ggl i� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until A Inspection Number: INSP -56009 Permit Number: RC -7 -07 -1501 j Inspection Date: November 25, 2009 Inspector: Bruhn, Norman Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments November 25, 2009 Miami Shores, FL 33161 -7030 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 u -u • 10/22/09 Date Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) ADJOINING SLAB Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward: (954) 779 -1535 Address of Treatment or Lot/Block of Treatment 8:00 A.M. Time razo Applicator RAUT• BODRIGUE9 .CYPER TC CYPERMETURTN 1 GALLONS Product Used Chemical used (active ingredient) Number of gallons applied 0.25% Percent Concentration Area trreated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line 1 0 / 22 / 0 9 'k cm= 75 T,F_ cez..kz.4 GARAGE REMODELING AND TOWER ADDITION PERMIT EXTENSION PER OWNER REQUEST APPROVED NB Permit active until 11 -30 -09 per 09 -1089 confirmed with home ownor on 11 13 09 job will bo-comploto-by this -date. Passed 4 fie Inspector Comments Failed Correction Needed Re- Inspection Fee 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 - 130214 Permit Number: RC -7 -07 -1501 j Inspection Date: November 25, 2009 Inspector: Bruhn, Norman Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> Miami Shores, FL 33161 -7030 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments November 25, 2009 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number Parcel Number 1121360070130 Phone: (305)720 -8517 Page 1 of 1 Date: November 16, 200 Miami Shores Village Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Re: Permit # RC 7 -07 -1501 Lawrence Residence 42 N.E. 107 Street Miami Shores, Florida 33161 -7030 Folio # 11- 2136 -007 -0130 Attn: Building Department, FL. UC # AR 0011074 I, Mark A. Campbell, having performed and approved the required inspections at the family room. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate e. k A. Campbell, Architect State of Florida: #0011074 LawrenceResidenceCO.1tr Fl o b,, µv.twIt BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle)! Value of Work For this Permit $ / ' Submittal Fee $ Permit Fee $ 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 t )40912201E11=4 � 1 ' y�.. ! 5) 756.8972 i K a, ! F91�, e1 4 MAR 'O it 1008 Roofing Owner's Name (Fee Simple Titlehoider) %'RZ 1 • LAW- Phone # S e -1L0 • 1 40l Owner's Address 41 E • teX7 s1 CitylM u k 5 k 3 State et— • Zip 3 300 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) 67 44411. City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 ` • Z 13(- D©1' 01 �D Is Building Historically Designated YES NO Contractor-'s Company Name 65T Ted 51 SaIIt,@P M&V Contractor's Address (131 D1Xt‘) 1 S City l A ( State R- zip 3316 Qualifier Name LLIC-1 Al.O r / �1,1M E2_- Phone # State Certificate or Registration No. / 32.1 V 0 0 Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ['Alteration . 'l New ❑ .Repair/Replace ❑ Demolition Describe Work: ) Ct 2C.LL �Q-t ■i6 A.4 C P41469. **** *>k **** * ***=k **** **** * * * ** * * ** >k**** F ees * *** * * * ** * * ** x *>k>i=**>xx ****** * **> >ra>k****** *** ** • '� CCF $ G,. Certificate of Competency No.' Permit No. 'MOVS1 Master Permit No. 1oi 1 1 Zip Phone # inear Footage Of Work: j 'kO Technology Fee $ 3115 Notary $ Training/Education Fee $ Z4 ■ Scanning $ • 61) Radon $ `'' a' DPBR $ Bond $ 0 Code Enforcement ' n R r r , - Double Fee $ Kp Structural Review. $ _ a Total Fee Now Due $ I J l . ' ) a I ' " ' il 7 See Reverse side -4 Zoning $ 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 Ali IDAVIT: 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, inspection will not be approved and a reinspection fee will be charged. Signature Ow r Agent The foregoing instrument was acknowledged before me this 3 day of 3 , 20 0 i b JreferrEi NOTARY PUBLI Si Print: My Commission Expires: (Revised 07 /10/07) who is personal' r own to me APPLICATION APPROVED BY: r who has produced • G EOF CE MY COMMISSION # DD61617 EXPIRES November 19, 2010 98-053 FbridalloiaryServico -com nti 1 own to me 1[0: : 14 0, f : /:A�I.i Signature L"UC Contractor The foregoing instrument waycknowl d befor day of 3 , 2`(YD , by who is personally, as identification . d NOTAR S 144 'i L ►" Print: � Pt MA My Commission Expires: ***** rrrkrkrN+ kr# riadrNrrk*Ar& *rir***rk*rk*: k** *sk +h*rk+k***r#*** *rkrkrk**** ** * s**** ** **sksksk ******************* *4'* 0/08 r who has produced oath. * * * * * * * * * * * * ** Plans Examiner Engineer Zoning CIRCULAR DRIVEWAY WITH PAVERS Passed JO Inspector Comments CC 3 T1 ?` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/18/2008 Inspector: Rodriguez, Jorge Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Monday, March 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Foundation Work Classification: New Block: Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 , PROJECT: PROPOSED ADDITION DATE: 10 /8/07 REPORTED TO: HARVEST TRUST DEVELOPMENT FILE NO.: 07 -3411 LOCATION: 42 NE 107 STREET, MIAMI . TECHNICIAN: FG TEST NO. TEST LOCATION PAD PROBE DEPTH (In) EL/ DEPTH (ft.) MDR NO. DRY DENSITY (Pcf) MOISTURE CONTENT ( %) COMPACTION ( %) TEST REQ. 1 PAD FRONT OF HOUSE, LEFT SIDE 12 BF 1 104.2 6.7 100.0 95 2 PAD FRONT OF HOUSE, RIGHT SIDE 12 BF 1 103.8 6.9 100.0 95 LABORATORY MOISTURE - DENSITY RELATIONSHIP MDR NO. TEST METHOD MDD (pct) @ OMC ( %) 1 ASTM D -1557 103.2 @ 11.8 Amur (o2J071 _! - Ardaman & Associates, Inc. 2608 West 84th Street Hialeah, Florida 33016 (305) 825 -2683 FIELD DENSITY TEST REPORT • ASTM D2922 Legend: MDD = MAXIMUM DRY DENSITY OMC = OPTIMUM MOISTURE CONTENT GR = GRADE NG = NATURAL GROUND FF = FINISH FLOOR GRADE MSL = MEAN SEA LEVEL LR = UMEROCK BASE SG = STABILIZED SUBGRADE BF = BOTTOM OF FOOTING EL = ELEVATION By 10./.4-} AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENTS AND THE AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 1S RESERVED PENDING OUR WRITTEN APPROVAL. • • 180 . t: s4) 1 SIDE1 C$5 4z)J.E. to/ 0 co iflM± 5 3� [.f* 0. �, 0 ! 2. O tg 3' 4 f ►-1 v &.33) ;� 7 ❑ ® a. 0 0 . I H Lu LA 0 co Q� ¢ ® �' 0 • • • • . • • • • • • • •• .. . • • • ... • • t IC, QAJP....meA c e t).i%) c . Q Co co, L .'{G : C k 4 H is eE 4Gi1 r143 ftlt: 'J s s " Co., t+r ti 140 . *1 • St? ' - +o'ttaw+, 10 6 54 n 7- 7, 3 J 0 2 JJ • • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • A • • • ••• • • • • •w• 't JO$ :01-6342 /3 • • • • • • • • • • • • • w • • • 0 • •• • • • •• ••• • • • • • • • • • • , 1-,SO . .. • • • •' 'i- e • ••t,.:l'•i 'C ,t-r. •• • • • • • ••• ••, 01141,041t! 4 to p 4 ° '1 AC <• Pd ease* . • GENERAL NOTES /07 r4; JI B IMAM, 1 k •a 7 !.O Sara' as ao SCALE 'i e2.)C1 LEGAL DESCRIPTJON :Lot 5,Block 207,DUNNING SS MIAMI SHORES EXTENSION NO 3,according to the Plat thereof as recorded in Plat Book 42,page 33 of the Public Record of Dade Connty,Florida.- II OWNERSHIP 10 SUBJECT TO OPINION OF TITLE. S EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERNJNE RECORDED 1NSTRM{ENT$, IF ANY, AFFECTING THIS PROPERTY. $ (2.281 DENOTES THOSE ELEVATIONS REFERRED TO NGV aai i M. S LOCATION AND MENTIFICATION OF UTILITIES ON ANDJOR AQJACE*T TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REMIESTEO. X tJPdated:October ' 26, 2006 {_ PROPE IS .., . , E LO OF FLO , . a . ,. , ;Tir cERTffamp wr * o e ' nancIng center,, nc.,r ccessors and/or AssignsHme Agency Inc. de e. Lawrence Fidelit National Title Insurance Co A••RSCA$L r ZONFNe. UNDERGROUNDO, BONING AND SUN-DING SET SACKS . MUST SE CHECKED SY OWNER. *ncNrr cT OR SUIL.DER SENIORS OWNER OR COKaRRUCTION BEGINS ON TOMS PROPERTY. CERIIFIRD TO: SURVEYING,1NC. L.B. No. 3333 6187- NU 167th. Street # R-5 IWiami,14. 33015, PH. (305)512-4940 THIS IS A .BOUNDARY SURVEY I HEREBY CERTIFY: TAa toe atonhad Plan of Snow ad the above d.srIbed property b ow: and to too beta of my kna•rledoe. inkoraotion and best as ro a * eaneayad and Placed under no dinnalon. also that Mere are not abonotpoond snare odor than Moe shown. Thb eorwp mews Ma moue tachnied tdarsdrds as both lay y do Holds Board at Land Suroonts pursuant .to 6 017-- 6,Florida trative Code,Section 472 -027,Plorid Statutes.- D. ALONSO PROFESSIONAL LAND SURVEYOR CERTIFICATE N 3590 STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Owner's Name: JEFFREY LAWRENCE Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/5/2008 : Yes Comments: Issue Date: Not Issued Permit NO. DS-3-08-379) Expires:111/2999 Folio Number:1121360070130 Owner's Phone: Job Address: 42 107 Street NE Total Square Feet: 1400 Miami Shores Village, FL Total Job Valuation: $ 4,000.00 Contractor(s) Phone Primary Contractor requests permission to install: SIGNED, SEALED AND DELIVERED in•the presence of: fjJLa Sh.oreJ 1 4/q ge 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138.2382 Telephone: (3051 795 -2207 Fax (305).756-.8972 • Asphalt, concrete, brick pavers [] andscaping [ ] Other within the public road right of way of 1 +2. 1•.-\ie 101 SI COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, J IA l-AGO Q - hereinafter referred to as the Owner of the (owner) following described property: Legal description /folio #: 1 2). NO oD#7 — 0 1 Lot Block Z07 Subdivision Da/34 (13 5 r , , IA-Pt I J Tax Folio": (i - 2t3G� -Q 7 •x( 30 SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on his 3 day of IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: I • To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores. Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4 The undersigned further agrees that these conditions shall be deemed a covenant running with - die land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). u4112.74 erg GEbRGE MARQUES MY COMMISSION 4 DC/61617P f; o ' EXPIRES Novemb i 1J. 2010 (407)398-0153 Floridalloteryaervnee.00m owner) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 42 NE 107 Street Miami Shores Village, FL 1121360070130 Block: Lot: JEFFREY LAWRENCE 1 Owner Information Address Parcel Number JEFFREY LAWRENCE 42 NE 107 Street MIAMI SHORES FL 33161 -7030 1 Contractor(s) Phone HARVEST TRUST DEVELOPMENT GR CeII Phone Approved: Yes Comments: Date Approved: 3/5/2008 : Yes Date Denied: Type of Work: DRIVEWAY Bond Retum : Additional Info: CIRCULAR PAVERS Olassific'�ti W.. Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $150.00 $3.00 $3.75 $159.95 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy W ork ; Cla: }tication: Abe l► it State „P PRO EC Expiration: 09/06/2008 Phone Applicant Valuation: Total Sq Feet: $ 4,000.00 1400 1 Available Inspections: Inspection Type: Foundation Final 1 March 10, 2008 Date CeII Monday, March 10, 2008 1 To: Building Department Village of Miami Shores Project: Roof Attic: Lawrence Residence Permit # RC707 -1501 42 NE 107 St HARVEST TRUST DEVELOPMENT GROUP This letter is to confirm that the following insulation was installed at the above listed property. 8" CBS Walls: 3/4 " Rigid insulation R -5.0 Between furring strips # 16" o.c. R -max, R -Matte plus R -30 Insulation 9 Thick fiberglass by Owens Corning. 18495 South Dixie Highway Suite 125 Miami Florida 33167 305.496.0992 305.255.2506 fax License Number CRC 1329000 11 MAU A. CAMHBFLL ARCS ECT 373 N.E. 92ND SUM MIAMI SUMS. A. 33138 7542318 a F 758 - 1666 H Date: November 16, 2009 FL, c. # AR 0011074 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Permit # RC 7 -07 -1501 Lawrence Residence 42 N.E. 107 Street Miami Shores, Florida 33161 -7030 Folio # 11- 2136 - 007 -0130 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate . ctme. Sincerel (1/4 "---Meark A. Campbell, Arc s tect State of Florida: #0011074 LawrenceResidenceCO.ltr JOB :01 -6342 LOCATION SKETCH 1 SCALE •I "= X o 0e9 .144.r..e r. . o 7 '0 /a N • 4o 40' W 's — Q 7T 1 - I I 7.5" i 7449' 210 ‘p 9 i0 /4 n i0 /0 M. /9 10 N :+ 79 7'. 7.55072 9 .nd ... V Q '. B.5 • 9 /0 /1 2;057 7.0 .ST' c 6 . c /07" ._ - 2 , `Q 79 %/KA/ AA ' \ ! 7:1 1 25919 ' . 8 6 _ 4 9 %' / 1 • 70" '': 5 7.0 5.393'' k r 90 .09+9 ` e , o ` 433 7.0 , .80 c LEGAL DESCRIPTION:Lot 5,Block 207,DIINNING'S MIAMI SHORES EXTENSION NO. 3,according to the Plat thereof as recorded in Plat Book 42,page 33 of the Public Records of Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM• 7 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /DR ADJACENT TI�TH PROPERTY WERE Hill s , 2009 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. -, THIS PROPERTY IS '' IN THE LIMITS OF FLO " " t" ., E X Updated :October 26,2006 • " •.- ....el. I/ 4 IIIi: ■ 1;I 4 1:1 - I { a ! 41 1 ._:1 ... PURE TO: ' oine inancin center,inc.,its Successors and/or AssignsHae Agency, Inc., J effre 191. Lawrence,Fidelitv National Title Insurance Com •. Se • tem . - _ • _ 1 1 APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS * MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO: 1 HEREBY CERTIFY: That the atteehed Plan of Survey of the above described property is true and correct to the best of my knowledge information and belief, as recently surveyed and platted under my direction. also that there are not above - ground encroachments other than those shown. This survey meets the minimum tedmial standarth set forth by.the Florida Board of land Surveyors pursuant -to Chapter 61G17= 6,F1orida SIIRVEYING,II±TC. Code,Section 472- 027,Florida Statutes ��- L.B. No. 3333 j �� 6187 167th. Street # H -5 ° LAZARO D. ALONSO M i.a3m1 ,F1. 33015, PROFESSIONAL LAND SURVEYOR PH. (305)512 -4940 THIS IS A BOUNDARY SURVEY ERTIFICATE CO NO.359 STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL s ANNA �UU►30 ?) Pe LtJc. 0.0 4 3 dl "os' Gan PLAN OF SURVEY 1m woe o 8-9°4 0 h. ►d tAtoA S ete SA p' T) c lee(Jza, t245 r) M i 2 10,31) > : D 5 10 S It. C. 5.5 (to Cfi - c �' I a �. c C o c ,� c � ' Cs w -t, tz t N - r -t D 14---r 8 140 S‘.7 ' . rea 0O 1 54' Joe :01 -6342 LOCATION SKETCH SCALE •I ": . 464304 '! 40 40 Q 'j ? 1 f 73 ! 9141.9 6 m ' 71 785:87,d 97 9d 7. 83 857 ' 7.0 - . S a GGH@ /D • o . - Td . N. 1. e / WV4.V ?Y .ate.., \ . B 6 ti - 5 e / L V is Q e 6 _. - _ c .:;:...:.. . LEGAL DESCRIPTION:Lot 5,Block 207,DUNNING'S MIAMI SHORES EXTENSION NO. 3,according to the Plat thereof as recorded in Plat Book 42,page 33 of the Public Records of Dade County,Florida. - GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. pppp 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TQOT da ep WEE , 2009 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. THIS PROPERTY IS '' IN VIE LIMITS OF FLO 1 121 , E X Updated:October 26,2006 • • at • .- ..yr•. It • •;•.: 1 4;I-. ',' - .[• • • I - / , II _I 11 , < %I TO: ` • nine inancin center,inc.,its Successors and /or AssignsHme.ETit1e Agency,Inc ,Teil`re— it�Lawrence Fidelit National Title Insurance Come. S- •t- • - _ I I APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO: I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above- ground encroachments other than those shown. This survey meets the minimum technical standards set forth by Florida Boars of Land Surveyors pursuant to Chapter 61G17. 6,Florida SURVEYING,INC. Code,Section 472- 027,Florida Statutes /� `,��- L.B. No. 3333 7j �/, A 6187 NW 167th. Street # H--5 LAZARO D. ALONSO Miainl,F1. 33015, PROFESSIONAL LAND SURVEYOR PH. (305)512 -4940 THIS IS A BOUNDARY SURVEY CERTIFICATE NO. 3590 STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL ss oli ' Pi PC LOD c ( Igo` 0154) ) STOE,t 4-Z J.E. ioi - . S /4iENI', S4-eo¢.e5'0•2,.3i1 `t1:19') v pp is/ ` 7 41 $3 @ 3 �� T' 3 1 �D S� 8,co 4 y�� tiat gosotril z1 PLAN OF SURVEY Q t5`Al1 e� cv 0 0 iP csa. \14 r 4> - 75_O0' - tZ45 � KwA • io i\5f� z� 2 to ) M 0 LrY w 44 c9J p J ,re( m r .• '- i G‘ 1 5_5 = C _ C > t . e Z 121 ( uc cc. co c- co c tit '. C51_4 -rE-,1z \-"G c4,e > c ar_ Q s , 0•412Z 41-16. 4441 - E (*'1' c11.0 00 1 54' Jeffrey M. Lawrence 42 NE 107 Street Miami Shores, Florida 33161 February 6, 2009 Miami Shores Village Hall Attn: Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Sir: I am writing to request an extension on the permit related to the work being performed on my residence at the above address. Due to certain cost overruns and also some unforeseen personal expenses, I am currently unable to finance the remaining work that needs to be done in order to pass the fmal inspection. This is a temporary situation and as such I am requesting a three month extension at which time the work will be completed. Thank you for your consideration of my request. Should you have any questions or a need to contact me, I can be reached at 305- 720 -7401 or via e-mail at jawrence @mccigroup.com Sincerely, ffrey M. Lawrence r�- Permit # C 07 - is 0/ 1 ij iw" Jeffrey M. Lawrence 42 NE 107 Street Miami Shores, Florida 33161 February 6, 2009 Miami Shores Village Hall Attn: Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Sir: I am writing to request an extension on the permit related to the work being performed on my residence at the above address. Due to certain cost overruns and also some unforeseen personal expenses, I am currently unable to finance the remaining work that needs to be done in order to pass the final inspection. This is a temporary situation and as such I am requesting a three month extension at which time the work will be completed. Thank you for your consideration of my request. Should you have any questions or a need to contact me, I can be reached at 305- 720 -7401 or via e-mail at Lawrence @mccigroup.com Sincerely, effrey M. Lawrence ffi7-1:-TEIR BY: ... --------- . May Permit # C- ° - 15 - 0/ / irtP is sPectian ber Inspection Date: 07/07/2008 Inspector: Perez, JanPierre Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RICKS COOLING INC Building Department Comments Tuesday, July 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Sol Phone: (305)795 -2204 Fax: (305)756 -8972 1 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1121360070130 Lot: Phone: (305)951 -7658 Page 2of2 Passed Inspector Comments WO 1 / 4./5 \.)(>1*4) G c ...._ 0 \c- ' A )\--tivj Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until sPectian ber Inspection Date: 07/07/2008 Inspector: Perez, JanPierre Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RICKS COOLING INC Building Department Comments Tuesday, July 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Sol Phone: (305)795 -2204 Fax: (305)756 -8972 1 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1121360070130 Lot: Phone: (305)951 -7658 Page 2of2 GARAGE REMODELING AND TOWER ADDITION Passed Inspector Comments Windows and doors installed are different from approved permits and NOA's. Provide correct NOA's in order to do inspection. 3/12/08 CG Failed ' N Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/12/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP 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: Windows and Doors Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Wednesday, March 12, 2008 Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION r it t / Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 72772. CREATED AS REINSPECTION FOR INSP- 72601. CREATED AS REINSPECTION FOR INSP- 72399. No ladder 01/23/08 JR 2/20/08 3RD TIME INSPECTION IS CALLED IN AND NO LADDER IS AVAILABLE FOR INSPECTION.CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/26/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Monday, February 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 7 VP Contractor: HARVEST TRUST DEVELOPMENT GROUP Block: Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GP UIIYIIKJ LIWIJCII LIIII IL vSP ...... ov GARAGE REMODELING AND TOWER ADDITION 21 SO Inspector Comments CREATED AS REINSPECTION FOR INSP- 72601. CREATED AS REINSPECTION FOR INSP- 72399. No ladder 01/23/08 JR 2/20/08 3RD TIME INSPECTION IS CALLED IN AND NO LADDER IS AVAILABLE FOR INSPECTION.CG e Passed Failed Correction Needed 7 Re- Inspect'. • Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/20/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Wednesday, February 20, 2008 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: Roof Sheathing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 Bill To JEFFREY LAWRENCE 42 107 Street NE MIAMI SHORES, FL 33161 -7030 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 02/20/2008 Reinspection Fee Monday, February 25, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -2 -08 -31050 Invoice Date: February 20, 2008 Permit Number: RC -7-07 -1501 Fee Type Fixed Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 02/25/2008 Check 1007 $75.00 $0.00 FR> 2 5" PAID Total Paid: $75.00 Total Due: $0.00 GARAGE REMODELING AND TOWER ADDITION JAN 2 4 2000 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 72399. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/23/2008 Inspector: Rodriguez, Jorge Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, January 22, 2008 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: Roof Sheathing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION Passed Inspector Comments NT/0 0/-2 2 P s a.--7-7�, 2 s o� /V, y�v®6 Ze' Pf ‘et_ k: ; 77) , jai A) 0 7 #14-v-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 01/22/2008 Inspector: Rodriguez, Jorge Project: <NONE> Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Thursday, January 17, 2008 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: Roof Sheathing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 GARAGE REMODELING AND TOWER ADDITION Passed Inspector Comments � /2 Ate) Ao s «Y,)., - ®` — 2, - 2, — , 61) Failed .-x; -.- s Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 01/22/2008 Inspector: Rodriguez, Jorge !Ai 22 Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Thursday, January 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..................... It >t) • Block: Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 GARAGE REMODELING AND TOWER ADDITION y1 Passed I B o Inspector Comments CREATED AS REINSPECTION FOR INSP- 56014. Detail for stairs 1/s -2 shows 1#4 bar at each nosing and visqueen at slab areas, outside and inside foyer area. 1/4/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Ur Inspection Date: 01/08/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Monday, January 7, 2008 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ilAtita$ Block: Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 GARAGE REMODELING AND TOWER ADDITION on' 2 a 2001 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 56017. Not ready, no steel installed, no approved permit available, no one home. 10/10/07 CG. cc e r • A-- ...4, �r t `� S ci-j-,„ I� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/22/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Friday, October 19, 2007 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: Footing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 inspection Number: INSP -56017 Permit Number: RC- 7-07 -1 01 Inspection Date: 10/10/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, October 9, 2007 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: Footing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: GARAGE REMODELING AND TOWER ADDITION Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments MV w0 spo► SUr.re S obmileci a3 �2} 10-CA -(A ')/to sia-t° `)//c) Pait-tmd cR, Page 1 of 2 PLUMBING FOR ADDITION Passed d In • - or Comments 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 Date: 10/05/2007 Inspector: Levrock, James Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street ))'f A Miami Shores Village, FL Project: <NONE> Contractor: ALLTECH PLUMBING INC Building Department Comments Thursday, October 4, 2007 Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1121360070130 Lot: Phone: (305)345 -4368 Page 1 of 2 PLUMBING FOR ADDITION i i i'AC ° Passed i Ins . i , , 1 omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/05/2007 Inspector: Levrock, James Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street Project: <NONE> Miami Shores Village, FL Contractor: ALLTECH PLUMBING INC Building Department Comments Thursday, October 4, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition /Alteration Parcel Number 1121360070130 Lot: Phone: (305)345-4368 Page 2 of 2 GARAGE REMODELING AND TOWER ADDITION Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 63948. CREATED AS REINSPECTION FOR INSP- 56017. Not ready, no steel installed, no approved permit available, no one home. 10/10/07 CG. cc Approved plans not available for inspection. CG 10/24/07 3rd time inspection is called in and steel is not correct. Detail 2-S/2 calls for #5 filled cells at 24" on first step of stairs. This is not installed. Permit card is inside of house. CG. Failed 0 ■ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/24/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Wednesday, October 24, 2007 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: Footing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION 10 _ ckfcc, fft TAAG Vkl-ael ite"P '70 a Passed l Inspector Comments CREATED AS REINSPECTION FOR INSP 64987. CREATED AS REINSPECTION FOR INSP - 63948. CREATED AS REINSPECTION FOR INSP- 56017. Not ready, no steel installed, no approved permit available, no one home. 10/10/07 CG. cc 10/22/07 Approved plans not available for inspection. CG 10/24/07 3rd time inspection is called in and steel is not correct. Detail 2 -S /2 calls for #5 filled cells at24" on first step of stairs. This is not installed. Permit card is inside of house. CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 10/29/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Friday, October 26, 2007 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: Footing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 Inspection Date: 11/13/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: GARAGE REMODELING AND TOWER ADDITION Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 4 IV Inspector Comments cc garage enclosure Friday, November 9, 2007 Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION DEC 1 9 2001 t r6 ( Passed ` q Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/19/2007 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, December 18, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Lot: Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Alteration Parcel Number 1121360070130 Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION ' AN 0 4 2000 Passed Inspector Comments Detail for stairs 1/s -2 shows 1#4 bar at each nosing and visqueen at slab areas, outside and inside foyer area. 1/4/08 CG b 7: `402 -/ RacJe " Failed Correction Needed Re- Inspectio Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 01 f ins ection Number I SP Inspection Date: 01/04/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Friday, January 4, 2008 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: Foundation Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 Customer L 0 ,, fr j e z Address 6c-Z N 01 s� City Lt.sr} State �L Zip 3J / ( lA 0 or)e' 1(o - Oq12 Contract # Terminix Address 1S 16.31 City C 4I o, e,/i l State C J L Zip31 0 Telephone ( 415 TERMINI( WDO Application Record Date of Application l /! q / U� Time In 2 2 o Applicator(s) /Certif. # Supervisor /Certif. # 0 Original Treatment ❑ Complete Treatment =\.-ic rid fse ve' ❑ Retreatment 0 Limited Treatment Pretreatment Time Out *Wind Speed *MPH from the (dire di) Target Pest Subterranean Termites ❑ Drywood Termites ❑ Old House Borers ❑ Powderpost Beetles ❑ Wood Decay Fungi ❑ Product Applied ❑ Advance Termite Bait 0 Bora -Care (SL) ❑ Cy -Kick (A) ❑ Phantom (SC) 0 Premise Foam (A) ❑ emise Gel (B) ermidor SC (SC) ❑ Termidor 80 (WG) ❑ Tim -Bor ❑ T -Max AG Bait ❑ T Max Termite Bait ❑ T -Max II Termite Bait The following are by ❑ Prelude (EC) 0 Premise 75 (SP) ❑ Premise 0.5 SC (SC) ❑ Pro Build TC 0 Chemical Diflubenzuron Disodiumoctaborate Cyfluthrin Chlorfenapyr Imidacloprid Imidacloprid Fipronil Fipronil Disodiumoctaborate Noviflumuron Noviflumuron Diflubenzuron Corporate approval only Permethrin Imidacloprid Imidacloprid Cypermethrin Manufacturer Whitmire Micro -Gen Nisus Whitmire MicoGen BASF Bayer Bayer BASF BASF Nisus Dow AgroSciences Dow AgroSciences Terminix Syngenta Bayer Bayer Syngenta EPA# 499 -488 64405 -1 499 -470 241 -392 432 -1391 3125 -544 7969 -210 7969 -09 64405 -8 62719 - 454 -81370 62719 - 453 -81370 499- 500 -81370 100 -997 3125 -455 3125 -497 100 -1006 % Applied ❑ 0.25% 09 % 013 %016 %023% 00.1% 0.125%0 0.25% ❑ 0.05% ❑ 0.001% 0.06% ❑ 0.125% ❑ 0.06% ❑ 0.125% ❑10% El 15% ❑ 0.5% ❑ 0.5% ❑ 0.25% 00.5% 01% 02% ❑0.05% 00.1% ❑0.05% 0 0.1% 0 0.25% ❑ 0.5% Amount ea gal oz gal oz grams gal gal gal ea . ea ea gal gal gal gal Formulation A= Aerosol B =Bait D =Dust EC= Emulsifiable Conc. SC= Suspendable Conc. SL= Soluble Liquid SP= Soluble Powder WG =Water Dispersible Granules WP= Wettable Powder Application Rate ❑ 4 gaV10 linear feet/ft ❑ 2 gaV10 linear feet ❑ 1 gaV10 square ft ❑ 1.5 gaV10 square ft ❑ / ❑ Applied at less than label rate ❑ Moniforing Stations only (no bait) ❑ Gas Engine ❑ 25 PSI or less at nozzle ❑ Hand Duster ❑ Electric motor ❑ 50 PSI or less at nozzle ❑ Aerosol Injection Diaphram Pump ❑ Piston Pump ❑ Roller Pump ❑ In -Line Injection System ❑ _PSI at pump ❑ _PSI at pump ❑ ❑ Compressed Air Sprayer ❑ Areas Treated: ❑ See Contract Graph 0-v1 t Customer ! Termite Technician�� ❑ See Attached Graph Control Services have been performed on my property to my satisfaction. 1 Manager t' Bookkeeper Key #31117 Rev. 5/07 R/P 5/07 ©2006 The Terminix International Company LP. ❑ See Description Below Description of Areas 'Treated -I 4tc( 1) 1>c fy- -.e rwect , - t - (1°,1 'e I.I Jr .se Activity Comments * Complete where applicable. CIRCULAR DRIVEWAY WITH PAVERS Passed Inspector Comments 7 -02 -o Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/02/2008 Inspector: Rodriguez, Jorge Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, July 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 k.D'1-601 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Phone Number cel Number 1121360070130 Block: Lot: Phone: (305)496 -0992 Page 1 of 2 PLUMBING FOR ADDITION v . Passed s o j[J Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 07/02/2008 Inspector: Levrock, James Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street Miami Shores Village, FL Project: <NONE> Contractor: ALLTECH PLUMBING INC Building Department Comments Tuesday, July 1, 2008 Inspection Worksheet Miami Shores Village eC 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Unwom mort Phone Number •-• I SO1 .. •••••••••• ....... ..... Pemt ...... .......... ::::::::::: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration rcel Number 1121360070130 Lot: Phone: (305)345-4368 Page 2 of 2 ELECTRICAL WORK FOR ADDITION Au� ® 20 Passed Inspector Comments A i e A'ce `" 5' e,2i zlc /9 �4 .e' zi I $° "7 1 i li. e.2 ®sue e e, f%'e &_0‘.-- 4-7 -a / �� t "A eve4 ,vr � �� - Failed I/ Correction Needed f z jaGtv Re- Inspection $75 { ) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/02/2008 Inspector: Devaney, Michael Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: LIGHTGATE INC Building Department Comments Tuesday, July 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1121360070130 Lot: Phone: 305 - 554 -4820 Page 2of2 NEW ROOF SANTA FE SPANISH COLOR THRU TILE Passed Inspector Comments - )// 0 /0 ilr 6 ( 1) 4 11 6 fr a --- / 4,06- t , tea 6 tc. /6 it_ -- .� l �� e AJ L, Failed Correction Needed I Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until • Inspection Date:- 95105f2@68 5 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Thursday, May 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Parcel Number 1121360070130 Lot: Phone: 305- 887 -7779 Page 2 of 2 i NEW ROOF SANTA FE SPANISH COLOR THRU TILE _ 0 0.: y..6 Passed 4 Inspector Comments CREATED AS REINSPECTION FOR INSP - 59592. cancelled by nancy Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/14/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Miami Shores Village, FL Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Friday, April 11, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1121360070130 Lot: Phone: 305 -887 -7779 Page 1 of 2 NEW ROOF SANTA FE SPANISH COLOR THRU TILE APR 1 5 2000 Passed 1 Inspector Comments CREATED AS REINSPECTION FOR INSP - 80890. cancelled by nancy Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/14/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Friday, April 11, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 J Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360070130 Lot: Phone: 305 -887 -7779 Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 77568. Windows and doors installed are different from approved permits and NOA's. Provide correct NOA's in order to do inspection. 3/12/08 CG v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/24/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Thursday, March 20, 2008 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: Windows and Doors Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 NEW ROOF SANTA FE SPANISH COLOR I THRU TILE MAR 3 1 2000 7 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 03/28/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Project: <NONE> Thursday, March 27, 2008 Miami Shores Village, FL Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Inspection Worksheet Miami Shores Village 50 10050 N.E. 2nd Avenue Miami Shores, FL is i i Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360070130 Lot: Phone: 305-887-7779 Page 2 of 2 Inspection Date: 03/28/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Thursday, March 27, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i scI Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360070130 Lot: Phone: 305 -887 -7779 NEW ROOF SANTA FE SPANISH COLOR THRU TILE �� 6 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . LIAR 3 1 2000 Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION 0 Passed Inspector Comments Moming please call Luciano at 305 -496 -0992 4/3/08 Not ready 1) Seal all holes in exterior walls. 2) Seal top track in walls and top of chase at rear wall by laundry . 3) Drop ceiling in laundry needs to be all 2x4 framing, remove all 1 -1/2 studs. 4) Repair framing at laundry wall for washing machine box and install studder vent at top of pipe.CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/03/2008 Inspector: Grande, Claudio Owner. LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Saturday, April 5, 2008 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: Framing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION I / 7 Passed Comments CREATED AS REINSPECTION FOR INSP- 79753. Moming please call Luciano at 305 - 496 -0992 V . /Ins pector Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until j `.1. 1xte Aca9 r'� t1. t� se f` / •ot.p • f,/ Inspection Date: 04/04/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Thursday, April 3, 2008 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: Framing Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page2of2 GARAGE REMODELING AND TOWER ADDITION ® 1 NQ' Inspector Comments AFTERNOON CALL LUCIANO AT 305 -496 -0992 / Passed � g Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 04/03/2008 Inspector. Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Wednesday, April 2, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: HARVEST TRUST DEVELOPMENT GROUP Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION Passed y( t i 7 1 ) Inspector Comments ) / I (-----------------* Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/07/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Monday, April 7, 2008 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: Drywall Screw Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 1 of 2 GARAGE REMODELING AND TOWER ADDITION i 4 Passed l Inspector Comments CREATED AS REINSPECTION FOR INSP - 56015. AFTERNOON CALL LUCIANO AT 305 -496 -0992 p,„c J r (.---/-- Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 04/04/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Thursday, April 3, 2008 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: Insulation Work Classification: Alteration Phone Number Parcel Number 1121360070130 Lot: Page 2of2 NEW ROOF SANTA FE SPANISH )2 COLOR THRU TILE Infractio Passed Comments TIN CAP SPACEING False Passed (9,... Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/20/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments Wednesday, March 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 21 Block: 1 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360070130 Lot: Phone: 305 -887 -7779 Page 1 of 2 F 7.ilRf ii'l,.)Yii R7fR::7/F__ifl ::: Inspection Date: 08/11/2008 Inspector: Perez, JanPierre Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RICKS COOLING INC Building Department Comments Friday, August 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1121360070130 Lot: Phone: (305)951 -7658 Page 1 of 2 Inspector Comments CREATED AS REINSPECTION FOR INSP- 59783. READY FOR INSPECTION JP 07/07/08 r,1 ----(B VU LADY WAS NOT Passed C,/,) i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . F 7.ilRf ii'l,.)Yii R7fR::7/F__ifl ::: Inspection Date: 08/11/2008 Inspector: Perez, JanPierre Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RICKS COOLING INC Building Department Comments Friday, August 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1121360070130 Lot: Phone: (305)951 -7658 Page 1 of 2 ELECTRICAL WORK FOR ADDITION `�1 * p� Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 59770. Not ready yet. Need to be airtight, use pan head not flat head screws to support boxes - ---- /// Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/14/2008 Inspector: Devaney, Michael Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: LIGHTGATE INC Building Department Comments Thursday, March 13, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number 1 Parcel Number 1121360070130 Lot: Phone: 305 - 5544820 Page 2 of 2 GARAGE REMODELING AND TOWER ADDITION ,® Passed Inspector Comments cc 046 • 49 A Tkio azstus Weir Loo G W.-L.5,DV, 1 ®l 9 °' Failed -1 (t Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/19/2008 Inspector. Rodriguez, Jorge Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments Tuesday, March 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Alteration Block: Phone Number Parcel Number 1121360070130 Lot: Page 2 of 2 Bill To JEFFREY LAWRENCE 42 107 Street NE MIAMI SHORES, FL 33161 -7030 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 a Corist Class' fic Date 03/17/2008 03/17/2008 Fee Name Revision Fee Scanning Fee Monday, March 17, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC-3 -08 -31296 Invoice Date: March 17, 2008 Permit Number: RC -7 -07 -1501 Fee Type Calculated Calculated mg 1 I PAI© U ? CO 1S31 Fee Amount $35.00 $3.00 Total Fees Due: $38.00 MIAMI• COUNTY BUILDING c PRODUCT C"`` ....m.w.r .,r+. 563 (3105) 3 73 - 901 p (0) I2 4339 NOTICE Of ACCEPTANCE OA w . w wwr da e TRACO S 1y Windows +t Doors, • 71 Progress:: Cranberry Sc This N OA this de r the a plt ile rul and regulations governing the use of constructi materi als. The kidc ation sub has been reviewed by Miami Dade County Product Control Division and accepted by the and of Rules an Appeals (BORA) to be used in Miami Dade County and other areas where allowed by th e oz y a ' s • tion (AHJ). id after the expiration date stated below. The Miami Dade County Product Control Di�viiJn to �' : , County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have i pr fct,o 'al 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. • •0 0 • This product is approved as described herein, and.has been designed to comply with the FFori $••••h •g C iB • • • • • • • including the High Velocity Hurricane Zone. • ° • • DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. H ••• ; .. • • •' • ....:. • • • APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single mg .WindowLargg :....; Missile Impact Resistant ", sheets 1 ugh 3 of 3, prepared by Frank L. Bennardo, P.E. Cbbseiling Ei iTi ', .... dated 01/13/2003 with revision ` x /23/2006, signed and sealed and dated 10/08/21 37.'tS}t Frank Ls B� • enaardo „• • • , • ... • ; • • • P E., bearing the Miami -D `'. ty ' . uct Control Revision stamp with the Notice off' Xec %ptance manner and • MISSILE expiration date by the and Small Missile Impact Resistant :�s. a �`• uct Control Division. • • •:': • I f” • ;. • • • • • LABELIyq a a permanent label with manufacturer's name or 1ogd, city, state cad. . • • • • .% . • -Dade County Product Control Approved ", unless otherwise noted herein' •' •' OA shall be considered after a renewal application has been filed and there has been no plicable building code negatively affecting the performance of this product. ATION 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 and supersedes NOA # 05- 0930.03 and consists of this page 1 and evidence pages E -1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MAR .1 3 2306 ,1501 NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 A G 03 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTFED A. DRAWINGS 1." Manufacturer's die drawings and sections. 2. Drawing No. O5 - 0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13 /2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No.. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by Willialm R► Mehn • • • P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/20)00, signed and • sealed by William R Menner, P.E. • • • • (Submitted under NOA# 05- 0930.03) • • 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA•102.94 " • 3) Water Resistance Test, PA 202 -94 • • • • • • . • • 4) Large Missile Impact Test, PA 201 -94 • • • 5) Cyclic Wind Pressure Loading, PA 203 -94 • • • • • • • • 6) Forced Entry Resistance, PA 202 -94 ° • • . • • •' • along with marked -up drawings and installation diagram of an aluminum single • hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 •• • •...•• • • ••••.• • • OOOOO O OOOO •.•••. .• • ...... • • •.•.•• • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04 - 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06 - 0216.06 issued to Solutia Inc. for their "Saf lex IIIG Clear or colored . Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05 - 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05 - 0930.03, issued to TRACO Security Windows Si :. Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung•Win$ow — • • Impact Resistant, approved on 03/23/2006 and expiring on 03/17720V8? • E -2 • • ••••. • . • •• ▪ . • • O OO OO O • OOOOO • • • • •• •• • • • •• •• •••••• • • • • • • • • • • • •• • •.•• • • • • Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 OOOOO • OOOOO ••••. • • ••••• OOOOOO • •••• • • • •••••• • • •••••. • • D.LO. (FIX. LITE) b 9" MAX. O AT HEAD /S91 r 5/16 ° S AL e I " r I 9 ° MAX. AT HEAD/SILL 47 1/9° 61/4° MAX. AT HEAD /SILL CORNERS 47 7/8° COASTAL -240 SING HUNG WINDOW LARGE MISSILE IM PACT RES ISTANT 8• MAX AT3AMBS TYPICAL ELEVATION 5/16° OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDLW D.LO. (VENT) 50 1/4" VENT WIDTH 53X4 MAX. WINDOW WIDTH 1/8" ANN. GLASS .090 INTERLAYER 5AFUU PVB 1/8' ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS7700) GLAZING OPTIONS 6" MAX AT JAMB CORNERS AT MTG RAIL) SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAE. LOCATION SEE3AMB ANCHOR SCHEI FOR NO. OF ANCHORS PER IAMB 66 MAX AT JAMB CORNERS L ANCHOR LOCATIONS TYPICAL BOTH SEES 5/16 OVERALL LAM. ANN. GLASS LAMINATED BY TEMFGLAS' HEAD /SILL ANCHORS: 6 MAX FROM CORNERS AND BALANCE @ 9' MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. 1/8° ANN. GLASS .090 IYTERLAYER SAFLEX PVB 1/8" ANN. GLASS SILICONE DOW CORNING 1898 • • • OR GE STRUCIIIRAL • SILICONE I I: coNE (GE : P y; 70 ::! Nilo) • • • • • • •• • • • • • • • • •• • Q 'TOTAL° INDICATES TOTAL NUMBER OF ANCHORS AT EACH 3AMB (INCLUDES "MTG RAIL" ANCHORS). 8" MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. ® "MTG RAIL" INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT IAMBS (EACH END) • • • • • • • JAMB ANCHORS: WINDOW DIMS. WETH HEIGHT 19 1/8" 26 1/2" 37" 53 u8" 19 1/8" 261/2" 37" 53 1/0" 19 1/8" 261/2" 37" 53 u8" 19 1/8" 261/2" 37" 531/8° 19 1/8• 26 1/2" 37" 53 1/9" 19 1/8" 26 1/2" • 37" 53 1/4" 26° 38 -3/8" 50 -5/8" 57° 63° 74 -1/4' . NUM OF ANCHORS 4 4 4 4 6 6 6 8 8 8 8 7 8 8 8 9 8 8 8 10 10 10 10 10 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 3 2 2 4 2 2 2 4 • • SAALAbITS: • • • • • • RRAPIE AND NEId/IORNIIRS SEALED WITH 5ODBE MOREHEAD 5504. ••• • • • • • • • • •• • • • • 8 • • • • • • • • • • • •• •• 41 • •• • • •• •• • • ••• • MAX DESIGN PRESSURE +62 / -62 PSF GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGN AND TESTED 16 ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADS COUNTY PROTOCOLS TAS 201, 202 & 203, ANDASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BSI USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Com1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308 - SPECIFIC BASIS IN ACCORDANCE W1T3I THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS 55964 'TESTED PER MIAMI-DADE COUNTY PROTOCOLS TAS -201, TAS- 202, & TAS -203 AS REFERENCED IN TEST REPORTS 40713.01-99 BY AMERICAN TEST LAB (ATL), 42363 BY FENESTRATION TESTING LABORATORY (F L) AND 97188 -06 BY FARABAUGH ENGD(EERING & TEESTING, INC (FIT). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFER99 FROM THE CONDITIONS DETAILED HEREBY, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH MS DOCUMENT. 6. PETIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16° LAMINATED 01965 (BY'GUARDTAN' OR TEMPGLASS') ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS USTED PER MANUFACTURER'S SPECIFICATIONS AND SPACE) AS SHOWN HEREIN. MOTOR EMBEDMENT TO BASE MATERIAL EtC3UDFS STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1TH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, E(C.UDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (0-0.55 OR GREATER SPECIFIC GRAVITY) GROUT-FILLED BIO06 (MIN 1500 AA COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (�N 3000 EST). 4. SE. EXTERIOR ELEVATIONS FOR ANCHOR LOCAT10N3 AND SPACING. 5. ENSURE MINIMUM (MIN 3000 2- 1/ DISTANCE FOR AU. ANCHORS INTO GROUT-FILLED BLOC( 1500 • • 6 ARC R 0 ON NITER "E RR INSTALLATION ARE AS OFOLLOWS: DISTANCE FOR ALL WOOD ANCHORS. • • • • 2X BSCL ® WOOD_ OR • • • ELC9) 1� :MINIMUM EMBED . • TO CONC (MIN 3000 PSI) OR GROUT-FILLED BLOCK (MW 1500 PSI) (DIRECTLY OR TNRU 134 DR 70c WOOD BUCK) 1/4° TAINCINS (ITW OR ELCO) WITH 1 -3/4" NEWLIN ENSEDMENT TO EONC (PW4 3000 PSI) OR GROUT-FILMED stem (MIN we 6S1) • • PlIODUCTP.BVISBD »� Um PladdA Amiga c No 66 - 1121 FRANK L 8 P.E, X 11 S11 a�a�a Ni el a d St 05 -TRA -0003 PAOB80ALM DESCRPTIOPP 13 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS 1 050-00 -572 1 FRAME NERD 8083 -T6 - ( 2 050- 00-308 1 FRAME SILL 6063-16 - 3 050-00388 2 FRAME JAMB 6063 -15 - 4 051-00 -571 1 VENT TOP 8083 -T8 - 5 051 - 00448 1 VENT BOTTOM 8083 -15 - 6 050-00-570 2 VENT SIDE 6063 -T6 - 7 051 -00-573 1 FD® MEETING RAIL 6063 -T6 - 6 050 -00-559 4/ 117E GLASS STOP 8083 -75 - 9 012 -00 -835 AS REQD. FRAME ASSEMBLY SCREW 98 X 1' MPH SM5 10 012 - 00-835 AS READ. VENT ASSEMBLY SCREW •8 X 1' Pim SMS 11 045-00 -098 AS REQD. WSTRIPPING (FABRIC COATED FOAM) SC LLEGEL Q- ON .375 X .190 12 046-18.102 12 SETTING BLOCK .10' X .30' X 13/8' LONG 5' FROM ENDS BAT MIOSPAN 13 - AS READ. GLAZING COMPOUND SU.ICONE DOW 1199 14 007 -10-018 2 SWEEP LOCK (AT 8.3/4' FROM ENDS) ZINC CAST RARBO= INT. 15 048.16.030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5 /8' BOX) 16 050-00 -718 1 SNAP LATCH r LONG W/ SPRING 606375 AT MID WIDTH 17 04$- 00-010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS READ. FIN SEAL PIE AMESBURY 180X150 OREQUIV. 21 012-00-130 4 MTG. RAIL ASSEMBLY SCREW 4/10 X 1' MPH SMS 22 05-0127 -10 05-0 12846 AS READ. GLAZING COMPOUND 1WO -PART GE STRUCTURAL SILICONE SILICONE GE RG57700 O 8 3 WINDOW HEIGHT TYPICALANCHORS SEE ELEV. FOR SPACING WOOD BUCKS (BY OTHERS), MUST SUSTAIN AU- LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r EDGE DISTANCE EDGE DIST' - \ 1 —7 1/4' MAX. SHEN D.L OPG. VENT HEIGHT TYPICALANOLORS SEE ELEV. FOR SPACING • • • • • • • SB•OR 28Y WOOD BUCK ••• • • • ••• • • • • • • • • • Q p� � �1 \'I .. ,mtvcwwnt alAGJII1 1 11 0 f I ®ii i it : >tt 4 UN OR EBY WOOD BUCK' r • • • •• • • • • • • • •• • •• • • • • • • • •• • VENT MIDI EXTERIOR TYPICAL ANCHORS SEE 8159. FOR SPACING 1/4' MAX. SHIM G JAMBS PfODUC1' PJOVBBD coarUb6 with the PIDride Accepter= No awl Expiration DEO By ci to_ c c - o in mF 1 8 F ANI BBENNARDO. Pte. 0 \ 1( FYI 2 2 d 05 -TRA -0003 PAW SCAM - DESCRIPTOR 3 J • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • ••• •• •• 1 j 1 1 9 A a 1 1 2.625 1.750 U78 1 r O BOTTOM VENT BOTTOM RAIL. 078 ()MASS STOP O FRAME IAMB FRAME BOTTOM COR 1L a�n • •• ••. i i ••• oo o •• • •• ••• •• •• . • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • VENT TOP CORNER VENT BOTTOM CORNER •PE0046540 P.E.' f o 5 F •m 1 1 5 a 1 d a 1 d 1 d 1 1 05 -TRA -0003 PAOOICALN 0•t I3 ••• • • • • • • .•. • • • • • • • • ••• • • • • • • • • • • • • • ••• •• •• • • • • • • • • • ••• i• •• MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Condoor, 7190 Co Miami, SCOPE: This NO materi and a where This NOA shall not Division (In Miami to have this produ perform in the immediatelv/re reserves Divi uj MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.com applicable rules and regulations governing the use of construction b!nitted has been reviewed by Miami -Dade County Product Control Division es and Appeals (BORA) to be used in Miami Dade County and other areas wing Jurisdiction (AHJ). be valid after the expiration date stated below. The Miami Dade County Product Control D, - County) and/or the AHJ (in areas other than Miami Dade County) reserve the right 'al tested for quality assurance purposes. If this product or material fails to er, the manufacturer will incur the expense of such testing and the AHJ may r suspend the use of such product or material within their jurisdiction. BORA e this acceptance, if it is determined by Miami -Dade County Product Control t or material fails to meet the requirements of the applicable building code. ved as described herein, and has been designed to comply with the Florida Building High Velocity Hurricane Zone. ON: Series 5001 Outswing Decorative Glass Single Light Wood French Door. VAL DOCUMENT: Drawing No. 99 -01, titled " FMBA Series 5001 Wood Door, sheets 1 through 43, dated 12/12/99 with revision dated 05/15/07, prepared by manufacturer, bearing the Miami -Dade ounty Product Control Revision stamp with the Notice of Acceptance 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 "Nfiami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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 and renews NOA # 02- 0318.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. , NOA No. 07- 0525.04 Expiration Date: April 16, 2008 Approval Date: July 12, 2007 Page 1 Condoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 99 -01, Sheets 1 through 3 of 3, titled FBMA Series 5001 Wood Door, dated 12/12/99 with revision dated 05/15/07, prepared by manufacturer. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC Section 3603.02 and SFBC PA 202 -94 along with marked -up drawings and installation diagram of wood swing door system, prepared by Construction Research Lab, Test Report No. CRL -6251, dated September 22, 1995, signed and sealed by Vipin Tolat, P.E. (Submitted under previous NOA #99 0316.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 4/28/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 8, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter from manufacturer stating that the product has not changed and requesting a One -Year Renewal to allow the time to perform a verification test, dated May 23, 2007, signed by Manuel Feijoo. 3. Letter from laboratory confirming manufacturer has contracted and scheduled verification tests, issued by Hurricane Engineering and Testing, Inc., dated 04 /23/07, signed by Dr. Sayed Waqar Alf, PhD, President. G. OTHER 1. Notice of Acceptance No. 02- 0318.07, issued to Condoor, Inc. for their Series 5001 Out -Swing Decorative Glass Single Light Wood French Door, approved on 05/07/02 and expiring on 04/16/07. E -1 Manuel Pe . E. Product Contr s er i NOA No. , i ` 2 Expiration Date: Apr1116, 2008 Approval Date: July 12, 2007 DOOR AND FRAME SYSTEM REM 0 DESCRIPTION STILE AND RAIL. CONSTRUCTION 1 MODEL 5001 — MANUFACTURER(s) WOOD ROGUE VALLEY OR APPROVED EQUAL WITH NOA 2 _DOOR #JR300 T— ASTRAGAL. *1114 ((2)) 1/8" SCHE0 40x8 -1/4' LONG SW PIPE SLEEVES BORED TO CLEAR /3. WRH GLUE, 77/16" X 2' STAPLES 15' OC. & (16) #8 X 2" FHWS (4 EA SIDE OF SLEEVE). WEATHERSTRIP — SCHLEGEL #00S -650 3 12' EXTENSION FUJ 4 BOLTS — QUALITY MFG 11358 — 1/2' 0 X t -1/2" LONG STEEL W/ 3/4" THROW AT ASTRAGAL AT TOP AND BOTTOM. 0.077" TH10( BRASS STRIKE AT FRAME HEADER ABOVE INACTIVE DOOR AT UPPER CONCEALED FLUSH BDLT. THERE ARE NO STRIKES AT THE BOTTOM OF DOORS. THE LOCKS ENGAGE HOLES DRILLED INTO THE ALUMINUM THRESHOLD. 4 SINGLE SURFACE ODD BOLTS — MFR & MODEL # 1 KWIKSET #888 OR SOILAGE #8180N W1114 A MODIFIED MA.G. ENG. LOG( REINFORCER #20 —PB (1) 0 2 -3/4' FROM TOP & BOTTOM OF ACTIVE LE». 0. 062" THICK BRASS SURFACE STRIKE WITH A CONCEALED 0. 120" THICK STEEL PLATE REINFORCEMENT. 5 CENTER 38 FROM BOTTOM mom. 0.050' THICK BRASS STRIKE AT OPPOSRE SURFACE KWIKSET #200E OR SCHLAGE IFION 8 SINGLE CYUNCER DEAD BOLT — MFR & MODEL #. (CENTERED ABOVE PASSAGE LOCK). 0.082' THICK BRASS SURFACE STRIKE W/A CONCEALED 0. 120' THICK STEEL PLATE REDIFORCEMENT. KWIKSET #680 OR SCHLAGE #8180N (1�7 (5.57 7 4" X 4' BUTT HINGE WITH SAFETY STUD — HAGER #1843 OR PENROD 40AUAC. CENTER 8-3/4" AND 84' FROM OF DOOR. SCREWS — TO DOOR: (4) #9 X 3/4" FHWS. TO (3) #9 X 3/4' FINNS & (1) f9 X 2 -1/2" FHWS. 8 4" X 4" BUTT HINGE — HAGER 1841 OR PENROD /MH4MUWS. CENTER 31-3/4" AND 58" FROM TOP OF DOOR SCREWS — TO DO (4) f9 X 3/4' FINS. TO JAMB: (3) #9 X 3/4" EMS Ale (1) #9 X 2 -1/2' FHWS. GR: 9 #JR100 (DEPTH X NOSE HEIGHT) WEATHERSTRIP — SCHLEGEL MODEL 2-1/2 X 2-1/2" X 3 #QEB 928 " 10 FRAME — 1 —t /4" X (WOOD) 4 -9/18' OR 5 -1/4" RATTED AND KERFED FOR WEATHERSTRIP. EACH CORNER WAS CAULKED AND ATTACHED WITH (3) 3/4' X 2" LONG GUN DRIVEN STAPLES. WEATHERSTRIP — SCHLEGEL #005-650. 11 HEAD PLATE TO WATCH FRAME — WITH 3/8' 3 PLY PLYWOOD ATTACHED WITH GLUE & 3/4" STAPLES 1" TO 1 -1/4" FROM EACH EDGE & 8 -3/4' (AVG) 0.C. AND (3) STAPLES PER JAMB. WEATHERSI — SCHLEGEL MODEL # ! #DDS -650 OR 0E8 -928 12 2" X 3" X 0.007" VINYL FLAP GLUED TO BOTTOM OF ASTRAGAL 13 FRAME SCREWS TO 2X W000 BUCK — #12 X 2 -1/2" FHWS. 8" FROM CORNERS & 18' OC (MAX). FRAME JAMBS AND 0 HEARD 8" FROM CORNERS AND 20" 0.C. MAX. 13o. FRAME SCREWS TO MASONRY — 3/16" FH TAPCONS W 1 -1/4' MIN. EMBEDMENT INTO MASONRY. SPIV, IS SAME AS ABOVE + ADD ANCHORS • STILE DOUBLE DOOR. 14 PEMKO #588 SELF ADHESIVE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH DOORS. PEM9(0 #588 AT OUTSIDE EDGE AT LOCK STILE OF ACTIVE DOOR. 15 PEMKO #345AV RAM DAP & SWEEP ATTACHED W/ #8 X 5/8' RHSMS 0 8" 0.C. 16 PAD/DNERTER AT BOTTOM OF EACH JAMB. 1" X 2' X 3/18' SELF AD14E51VE PILE PAD. PAD /ONERTER AT 80TTOM1 OF ASTRAGAL. 17 3/18" THICK TEMPERED GLASS 18 3/8" HIGH X 5/8" WIDE OVOLO W000 MOLDING ALL AROUND FASTENED USING 3/4' LONG X 3/18' WIDE CROWN GUN —DRIVEN WIRE STAPLES SPACED AT 3" O.C. LUMBER 1.75" WOOD PORTION ITEM #9 J —R #100 THRESHOLD WOOD & ALUM W /QDS WEATHERSTRIP (1) #10 X 1" FI4WS 2" FROM EACH END AND 10" OC (SIX TOTAL) (1) 110 X 2 -1/2" FHWS. 4-1/2' TO EACH SIDE OF CENTERLINE (TWO TOTAL) 2.5' OR 3' 1.0" OR 1 -3/8" .250? (1) 1 0 X 2.5" FHWS AT CENTERLINE (1) 12" TO EACH SIDE, AND BALANCE 10" OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0" ALUMINUM EXTRUSION CLEAR GRADE DOUGLAS FIR OR EQ. 1.750" r 1 -1.250" 2.875" 2.50" 1/8" X 3/8" KERF 1.750" „I DOOR ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES & KERFED FOR WEATHERSTRIP NNW � Ill Ir l- to 7 t♦1 tI l (4) A. Topconx x t }" embeded Into concrete directly or (2) }" Tapcons x 1 }" embeded Into concrete 1" A —B MARINE 9 —PLY PLYWOOD (2) STEEL 3/8" PIIPE SLEEVES 8 -3/4" LONG BORED TO CLEAR THE FLUSH 80LT. (1) AT EACH END OF THE ASTRAGAL.. 20" MAX. r (.) I 8 38 1/4" MAX WIDTH- 6" MAX. OW.) 6" MAX. 13 (rm.) 18' 0.C. MAX. OW.) 13 C PRODUCT as complying with the Florid* Bolding Code Acceptance No Espholion Vide .0 8 #12 SINS x 1i' embeded Into wood or " Tapcane x 1 }" embeded into masonry DESIGN PRESSURE RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. Rev. Date: 05/15/07 Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR Page 1 of 3 O 0 O o • © O LUMBER 1.75" WOOD PORTION ITEM #9 J —R #100 THRESHOLD WOOD & ALUM W /QDS WEATHERSTRIP (1) #10 X 1" FI4WS 2" FROM EACH END AND 10" OC (SIX TOTAL) (1) 110 X 2 -1/2" FHWS. 4-1/2' TO EACH SIDE OF CENTERLINE (TWO TOTAL) 2.5' OR 3' 1.0" OR 1 -3/8" .250? (1) 1 0 X 2.5" FHWS AT CENTERLINE (1) 12" TO EACH SIDE, AND BALANCE 10" OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0" ALUMINUM EXTRUSION CLEAR GRADE DOUGLAS FIR OR EQ. 1.750" r 1 -1.250" 2.875" 2.50" 1/8" X 3/8" KERF 1.750" „I DOOR ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES & KERFED FOR WEATHERSTRIP NNW � Ill Ir l- to 7 t♦1 tI l (4) A. Topconx x t }" embeded Into concrete directly or (2) }" Tapcons x 1 }" embeded Into concrete 1" A —B MARINE 9 —PLY PLYWOOD (2) STEEL 3/8" PIIPE SLEEVES 8 -3/4" LONG BORED TO CLEAR THE FLUSH 80LT. (1) AT EACH END OF THE ASTRAGAL.. 20" MAX. r (.) I 8 38 1/4" MAX WIDTH- 6" MAX. OW.) 6" MAX. 13 (rm.) 18' 0.C. MAX. OW.) 13 C PRODUCT as complying with the Florid* Bolding Code Acceptance No Espholion Vide .0 8 #12 SINS x 1i' embeded Into wood or " Tapcane x 1 }" embeded into masonry DESIGN PRESSURE RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. Rev. Date: 05/15/07 Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR Page 1 of 3 MINIMUM EMBEDMENT 1" M NIMUM EMBEDMENT 1" MAXIMUM WIDTH 38 1/4" SECTION C -C MAXIMUM WIDTH 75" SECTION A -A 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" INTERIOR 1 3/4" —1 3/4" 2 X WOOD BUCK SECTION B -B 1/4" MAX. EXTERIOR MAX. HEIGHT 97 1/4" 1.6875" `-- OMR TIM SCE 10 VEATHERSOIP Of ITEM #4 LOCK REINFORCER BY M.A.G. ENG. MODIFIED Rev. Date: 05/15/07 Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR Page 2 of 3 , 6/ ; ,,,,(7 •___./ N,, k. "_.,_ c X N. / ''-= . II I 6/ ; ,,,,(7 •___./ \ , • • Louisiana Chantilly 1 3/4 FRONT ENTRANCE DOORS (EXTERIOR) -- MODEL 5001 MAXIMUM PANEL WIDTH 36" Minimum Dimensions Stiles & top rail 4 -1/2" Lock rail 7 -1/2" Intermediate rail & mullion 2-1/8" Bottom rail 9 -3/4" Panels Raised . 3/4" Miami ,/ % Virginia 1 i' Carmen California / / Illinois Louisiana III Indiana Kriso Kansas Maritza New York eROnuc'r REVISED as eeteptting wide the NNW Dales; Code Acceptance Ne. Die Susono Page 3 of 3 Rev. Date: 05/15/07 Drawn by: J. Hermosa Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR 6/ ; ,,,,(7 •___./ \ , X N. / • • Louisiana Chantilly 1 3/4 FRONT ENTRANCE DOORS (EXTERIOR) -- MODEL 5001 MAXIMUM PANEL WIDTH 36" Minimum Dimensions Stiles & top rail 4 -1/2" Lock rail 7 -1/2" Intermediate rail & mullion 2-1/8" Bottom rail 9 -3/4" Panels Raised . 3/4" Miami ,/ % Virginia 1 i' Carmen California / / Illinois Louisiana III Indiana Kriso Kansas Maritza New York eROnuc'r REVISED as eeteptting wide the NNW Dales; Code Acceptance Ne. Die Susono Page 3 of 3 Rev. Date: 05/15/07 Drawn by: J. Hermosa Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR 6/ ; ,,,,(7 ■ • • Louisiana Chantilly 1 3/4 FRONT ENTRANCE DOORS (EXTERIOR) -- MODEL 5001 MAXIMUM PANEL WIDTH 36" Minimum Dimensions Stiles & top rail 4 -1/2" Lock rail 7 -1/2" Intermediate rail & mullion 2-1/8" Bottom rail 9 -3/4" Panels Raised . 3/4" Miami ,/ % Virginia 1 i' Carmen California / / Illinois Louisiana III Indiana Kriso Kansas Maritza New York eROnuc'r REVISED as eeteptting wide the NNW Dales; Code Acceptance Ne. Die Susono Page 3 of 3 Rev. Date: 05/15/07 Drawn by: J. Hermosa Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR Bill To JEFFREY LAWRENCE 42 NE 107 ST MIAMI SHORES, FL 33161 -7030 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -10-07 -30149 Invoice Date: October 24, 2007 Permit Number: RC -7-07 -1501 Date Fee Name 10/24/2007 Reinspection Fee Friday, October 26, 2007 Fee Type Fixed Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 10/26/2007 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II Bill To I JEFFREY LAWRENCE 42 107 Street NE MIAMI SHORES, FL 33161 -7030 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 01/04/2008 Reinspection Fee Monday, January 7, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -1-08 -30682 Invoice Date: January 04, 2008 Permit Number: RC -7 -07 -1501 Fee Type Fixed JAN 0 7PAID Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 01/07/2008 Credit Card $75.00 $0.00 Total Paid: $75.00 i Total Due: $0.00 II Project Address 42 NE 107 Street Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information JEFFREY LAWRENCE Contractor(s) Phone S&J ROOFING CONTRACTORS INC 305 - 887 -7779 CeII Phone Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $250.00 $12.00 $6.25 $273.05 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, September 11, 2007 Permit Permit NO. RF -8 -07 -1796 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Issue Date: 9/11/2007 Expiration: 03/09/2008 Parcel Number 1121360070130 Block: Lot Address 42 NE 107 ST MIAMI SHORES FL 33161 -7030 Phone Type of Work: New Roof Additional Info: SANTA FE SPANISH S CLAY TILE ROOF Classification: Residential Applicant Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ 0.00 Payment Type: $ 0.00 $ 0.00 ,dc 1Ot4 3EP 1 V PAIL JEFFREY LAWRENCE Available Inspections: Tile In Progress Up Lift Report Hot Mop Final Roof Tin Cap Inspection Type: 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. September 11, 2007 Date Cell $ 6,000.00 300 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) To 43.65 ~Phone Owner's A5 4 /o? -"OP. / 7 � l b S' City m) Ski m's State L Zip 33MI Tenant/Lessee Name Phone # Job Address (where the work is being done) Architect/Engineer's Name (if applicable) Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /1 )3C 00 - O / go Is Building Historically Designated YES NO G/ Contractor's Company Name 54 Y Roo-Piny Contractor's Address /73 Go e s' City 'f d l i M State L. Zip Qualifier Name TO _Se 4 Porz Phone # State Certificate or Registration No. 66.6 04/02 5//i Certificate of Competency No. Value of Work For this Permit $ 3 m 00 Type of Work: ❑Adjition DAlteration ■& '/2 / /0 7 s Square / Linear Footage Of Work: ew ****** * * * * *** * * * * * * * * * * * * * * * * * * * * **** F ees *, , , *. * * ** **** * * * * * * * * *** * * * * *** * * * **** *** ** Submittal Fee $ Permit Fee $ V3 Notary $ Training/Education Fee $ Scanning $ t'1 • � � Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Permit No. Master Permit No. Phone # 3 . 7- 7 7 7 33010 Phone # zip 3 3 / 4l ❑ Repair/Replace ❑ Demolition CCF $ 3 CO /CC MCOMMUIM Mi M 2 3 2907 All BY: .J� II f Tin‘ fk t501 Technology Fee $ Q 2. ' . Zoning $ Structural Review. $ Total Fee Now Due $ Z See Reverse side - Bonding Company's Name (if applicable) Banding 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 Oat all work will bb : performed, to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 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: NOTARY PUBLIC: Sign: Sign: Print Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) r o Plans Examiner Engineer Zoning PROPERTY OWNER Name )11 L-41 Aite.ic c_ werrvey Address 2 Ale to? Si—reef ) SLor e S , P - .33/ C / Home Telephone jos- —7 fz o Sd 54, Business Telephone 30 _ axi, _ 7 c, p Fax .3 °.S ..7,SS'.. / /yi TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Attachment Other 'r �Add'l I/ Add'1 Detachment Other •� ICCECEIMI al s 2 3 20f17 PERMIT APPLICATION Master Permit No. le- '( Subsidiary Permit No. fl .. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other '+a we ld7 . Address Apt. Folio Number 11 2134 - o07- 0/30 Lot Block PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax S-loacs ��- City _ State Description of Work 73ibi Zip Subdivision PB PG Zoning Linear Feet Current Use of Property Sq Feet L9� ' Units / Floors Proposed Use of Property Value of Wor • 00 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR License No. - 7 Address /73 60 ) ,,C'j ? S7 ,, a o / Fax9e7_ 7/ 43 Telephona�L7o� 2 .2. Qualifier Name r Page 2 I MPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are Limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit 6. PORTABLE TOILETS for a construction site require a separate permit 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST F FLORIDA, C • UNTY OF MIAMI -DADE Print Name Sworn to and subscribed before del Signature of Notary Public - State of of .Q ° � o,, o SEAL: - ` . o v t^ le19 e. this 4 of orida a Rodriguez mmission # DD289596 pires: Feb. 10, 2008 Aaron Notary 1;800.350.5161 Personally known V OR, Produced Identification Type of Identification Produced: STATE OF FLORID. . ' : I ` ' ' • L►. !, ' ADE Print Name Sworn to and subscribed before me this e0--a day of /./. Signature o fN ota ry Public��.9�� Florin d Commission D 0�igtl 289596 a AV Expires: Feb, 10, 2008 Aaron Notary 1.80045.5181 Personally known OR, Produced Identification SEAL: PERMIT APPLICATION Type of Identification Produced: • • ••• • • E t 1 1 Y High Velocity Hurricane Zone Uniform Roofing P&rnli�t A 1p1iieation Ferm MIAMI -DADE COUNTY BUILDING DEPARTMENT E'LECTROIYTC APPCICATIOPT "' er Permit No. Low Slope Asphaltic Shingles Ej Prescriptive BUR -RAS 150 e Roofing Contractors 42 N. E.107r411E.'. :'.:" • r' is Name: Section A (General Infgrt atibn) • ' • "' • • 1 • •• • • • • • • •• • • • • Process N. • • • • • • • • �..._. ...._.. y......_.. r • • • • 3 • • ••• ■ • • Roof Category •• • • • • • "' • Mechanically Fastened Tile O Metal Panel/Shingles Other. Roof Type RI New Roof Re- Roofing jj Recovering El Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? I Yes Job Address: Roof System Information Low slope roof area (fL')' 0 Steep Sloped area (ft.a) 300' Section B (Roof Plan) Total (ft.') • • • • • • • • • • • ••• RI Mortar /Adhesive Set Tile Wood Shingles/Shakes If yes, what type? Ei Natural LPGX 300' 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. 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MM■ ■MMMls:Vrm/IMMMM ■MMM■■■■■■ /lil mmmmMMMML\MM ■MiIMMM ■M■ ■M ■a MMMMUN AMMMMM ■M EAMirM ■■R■Mr`r■MMM■/larlMM■MM■M■l M\■MMIiM■iiME■ »l• ■•MMM• MME ■■UMOMMCMMMM'MMMINIMM /iu.1MM■MM OMMK Mme■■ )■MMMMMMMMa MMM■ M► MMMMMMMMMI► am WO MMMMrM.` I/ MMMM ■RMINIMMMMMMUMOMIOIMMM■MM■Mlr■ ■ MMM■ M►` O ■■Ml7MM/AMMM Ml (MMMMMM■MMMMM►MU' iMMMMMu�MMI MMMMMMM►!�M ■Im /J■MM■mmu aMM►�.ir �'m.t7 ■MM/ua ■MMMM■ \Yi i•u mumm iu f mag ■mommi.mS�MMM ■MM MM ■m .ialMu mium .l!MMMMMMMMMI ■■■ M■M■LiriM■li■MUMMMMMMMM■M /tMM■l M Irma ,.mm� mi:.n.a .�r.r'•1 ■MMMMMMMMM MMMMMM MMM IMmummMMMMMMMMM mI IMM ;�f'aa(M■nmmil■■MMMMM■MrMMa 4 r, Page 2 http:// www. miamidade. gov/ building /roofing permiting /permit_app_section_a.HTML 8/17/2007 Roof Slope: Roof Mean Height: Ridge Ventilation: Method of Tile Attachment: Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: N/A Perimeters: Perimeter Width: t • • • .. • High Velocity Hurricane Zone Uniform Roofing Permit Appltcation MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION •. • - -- • • /12" 12 N/A Adhesive, Medium Paddy Polyfoam Polypro N/A N/A Comers: Sloped System Description Page 4 • • ••• • • • ••• • • • • • • • • • • •. • • • • - . • • • •. • Section D (Steep Sloped Ctoof 6�jstemt • • • • • • • • • Deck Type: Altemate Deck Type: N/A Underiayment type: Fasteners: 15/8" Plywood 1ASTM D 226 TYPE II ( #30) Insulation/Fire Barrier Board: Optional Nailable Substrate: NIA 1 -1/4" R.S. NAILS /6" O.C. @ LA Cap Sheet Type/Adhesive T HOT ASPHALT TYPE IV (#90) Roof Covering: SANTAFE S PANISH "S" CLAY I Roof Covering Attachment Method: POLYFOAM MEDIUM PADDY Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 11 -1/4" RING SHANK NAILS Hook Strip /Cleat ga. or weight: • • • • 1Galvinized Metal Page 1 of 1 http: / /www.miamidade.gov/ building /roofing permiting/section d 3.html 11/29/2006 Roof System Manufacturer: Santafe Tile Corp •• • • • - - • • • • •• • ••• 4 • Notice of Acceptance Number. 05- 0921.02 • • • • Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculadons): P 1: 45 P 2: -95.1 - 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 61.9 Roof Slope: Roof Mean Height: Ridge Ventilation: Method of Tile Attachment: Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: N/A Perimeters: Perimeter Width: t • • • .. • High Velocity Hurricane Zone Uniform Roofing Permit Appltcation MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION •. • - -- • • /12" 12 N/A Adhesive, Medium Paddy Polyfoam Polypro N/A N/A Comers: Sloped System Description Page 4 • • ••• • • • ••• • • • • • • • • • • •. • • • • - . • • • •. • Section D (Steep Sloped Ctoof 6�jstemt • • • • • • • • • Deck Type: Altemate Deck Type: N/A Underiayment type: Fasteners: 15/8" Plywood 1ASTM D 226 TYPE II ( #30) Insulation/Fire Barrier Board: Optional Nailable Substrate: NIA 1 -1/4" R.S. NAILS /6" O.C. @ LA Cap Sheet Type/Adhesive T HOT ASPHALT TYPE IV (#90) Roof Covering: SANTAFE S PANISH "S" CLAY I Roof Covering Attachment Method: POLYFOAM MEDIUM PADDY Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 11 -1/4" RING SHANK NAILS Hook Strip /Cleat ga. or weight: • • • • 1Galvinized Metal Page 1 of 1 http: / /www.miamidade.gov/ building /roofing permiting/section d 3.html 11/29/2006 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 • • .•. • • • ••• •••• • •••••• • • = • • • • • • High Velocity Hurricane Zone Uniform Rooflhg P'erMit application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION .. . . . .. .. •• For Moment based tile systems, chose either Method 1 2: Corr�p�re tl g$ for Mr with the values from Mf. If the Mf values are greater than ore q a�i to the ldI :values:for each aea of the roof, then the tile attachment method iseccepiable • • ••• • • P 1: P 2: P 3: -45 -95.1 -95.1 Method 1 "Moment Based Tile Calculations Per RAS 127" xA xA xA 0.297 0.297 [0.297 j ... . • • • • • • - - • • • • • • • • • • • . • . • • . • • • • • • • • • • • • • ••• • • • Section E (Tile Calculations) - Mg: - Mg: - Mg: 15 5.82 5.82 Page 5 = Mr1: = Mr1: = Mr1: 7.545 22.434 22.434 NOA Mf: NOA Mf: NOA Mf: 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. IV • • • 61.9 61.9 Page 1 of 1 http: / /www.miamidade.gov/ building /roofing permiting/section_e_3.him 11/29/2006 SECTION 1624 • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOVF1C r1ON,FpFMOOF1NG CONSiDERATIONt •• • • • • • • • • • • • • • • • • • • • • : • • • • • 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,.Bufldfng govem the minimum requirement; $nc; ar$dardt df tee'industry for roofing system installations. Additionally, the following items should be acidrelsisdVs p$lbfre ag? ement between the owner and the contractor. The owners initial in the adjacent box iracatalttt'thrr in'=riasaen. • it - 1. Aesthetics- Workmanship: The workmanshipOrovisions tf 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 agreemenir between the owner and the contractor. • 2. Renailing Woad Decks: When replacing roofing, the existing wood roof deck may have to be renailed n 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 rernoving the existing roof system). 3. Common Roofs: ..Common roofs are those which have no visible delineation' between neighboring units (i.e. townhouses, condomin ums etc.). In buildings with common roofs; the roofing contractor andiar owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the - underside of the roof decking can be tewed 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 use 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. Pondingconditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not v.ertoaded 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 witfi the Florida Building Code, Plumbing. 7 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e 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. • /, s!A • 'r'='s ��. /®f 07— ./1'4 Property Addtess Permit Number Rev: 1 /20/2005 Computer Services. Building Department ignature • • ••• • • . • ••• •• •• • • • •• •• • • • • • • • • . • • • • • ••• • • • • • • • • • .• • • • ••• • • • • ••• _. $ /at i c€ Date; • Contractors Signature M I A M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 • • • • • • • • • • • ••• •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • 111A COUNTY, FLORIDA • • RO-ilAp FLAGLER BUILDING 140'1VES'T FLAGIJER SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (105) 1 3 29(11, FAX (305) 375 -2908 •• • • •• .••.• • • • • • • • • . - - - • • • • • ••• •• 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 the BCCO and accepted by the Building Code and Product Review Committee 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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 revises and renews NOA # 040420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Santafe `S' Clay N/A Roof Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Test Identifier 94-156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix 11 7161 -03 Appendix 111 P 0402 • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • . . • • • • • • • .. • • .... • . ... • • • .. • • .. • • • • • • .. • • • • • • • . . . • ... • • . • • • . • • • . . . . .. • • • • .. • • • .. ... .. • • • • • • .. .. • ...... • 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Product Specifications Description TAS 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 0S 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier P 0647 -01 P 0631 -01 520305 -01 thru 05 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 • • . .. • .. .. • • • • • • • • • • • • . • • • • 1600 . • • ... • • .. • • • • • . .. .. TAS 101 TAS 101 ASTM C 1167 • .. .. • • • • • • • • • • •' • Ilk NanietRe .' . • te • • • . •• • • • . ••• •.• TAS.1118'.' • • • gag. 1994 (Mortar Set) • : PA.I98 : •. :' • .1111y. 1994 PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Table 2: Aerodynamic Multiplyers- ft (ft Batten Application 0.274 (ft Direct Deck Santafe 'S' 0297 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02102/06 Page 3 of 5 • • ••• • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • ••: Table 3: Restoring Moments due to Grayrtt+ 2 ":12" 3 ":1 2" 4":12" 5 ":12" Tile Profile Santafe 'S' Battens Direct Deck 5.93 , 5.90 Battens 5.85 Direct Battens Deck 5.82 5.73 Direct Deck 5.69 Battens .• Battens. • • • 5.56 w 5. :5.•�2: ••'6 ":12" Direst. Deli( .5.29 • •• • •• ' 7 19 :12" or greater Battens Direct • • Deck 5.a3 N/A •• • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Profile Fastener Type 2 -10d Ring Shank Nails One #8 Screw Tile Santafe 'S' Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip 1. Approved screws as noted Product manufactured by others'. Direct Deck 21.8 29.16' 38.28 57.31' 57.60' Battens N/A N/A N/A • N/A 61.77' Table 5: Attachment Resistance Expressed as a Moment M (ft Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Santafe 'S' Tile Bond Polyfoam Polypro AH 160T'" 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. • Minimum Attachment Resistance 38.9 28.5 Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance Santafe 'S' Poiyfoam Polypro AH 160TM Polyfoam Polypro AH 160Tm 5 Paddy placement of 63 grams of Polypro AH 160T"'. 6 Paddy placement of 24 grams of Polypro AH 160T"'. 63.8" 61.9" - Mf (ft -Ibf) Table 6: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02101/11 Approval Date: 02/02106 Page 4 of 5 • • ••• • • • ••• •. .• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •-• • • • .• • • • • • • • • • . • ••• • • • • T RE UIRE • • • • • • • 6. BUILDING PERMI Q MENTS • • • • • • • • • .... • .. ... 6.1 Application for building permit shall be accompaniectby copies ottJie following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building dffiia7, or %p/tablc'l3ui�g code in order to properly evaluate the installation of thrs•s3+s m: • : • ' . PROFILE DRAWING •• . • • • • ••• •• "SANTAFF S" CLAY ROOF TILE END OF THIS ACC1:FrANCE NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5of5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • ••• • • . •• �• • • ••• • • • • • • •.• • • • • • • • • • .•. • • • •• • • • • • • •. • • • • • . : 141AM�I -DADE COUNTY, FLORIDA • • • • • • . • MEiRt -DADE FLAGLER BUILDING • • • • • - ..• 1140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • •. ..(305)075 -2901 FAX (305) 375 -2908 • "•• • • 4 . • • • • • 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A • ••• • • • • • • ••• • •••' • • • • • • • • • • • • • ••• • • ••. • • • • • ••• • ••• • • • . • • . • • • • • • • ' • • • APPROVAL: • • •• • • • •• • • Roofing Roof tile adhesive Polyurethane ••. • • " • :. . % ; • ' . • • . . • • • • • •. . Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. t 2 F' MS • • • •• • • • Test Identifier #94 -060 • 257818 -1PA • 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • ••• •• •• • • • • • • • • • • • • ••• • • • • ••• �• • • • • • • ••• • • • • • • ••• • • • • • ••• • •• • • • • • • • • 1 • • • •• • • • • • . • • ••• • • • ▪ Test Name/Report • •TA6.1.01;•• ••• • • • 1 :'1 .101;• •• • ' : gSt r V = -93. • • • • •. • • • SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01 /94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 • •• •• • • ••.•• • • • • • ••• • • • • • ••• • ••• INSTALLATION: • 1. Polypro® AH160 may be used with any roof t %ass'em'bly • ng curren NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with tie Compot t Villiodeon section and the corresponding Placement Details noted herein. The:rooLale Zs rttly'yddhesi le attachment with the use of Polypro® AH160 shall provide sufficient a raahmenite$st$nia,.exgressed as an uplift based system, to meet or exceed the uplift resistanc'e'dettrmined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT VET. z • . • . . SINGLE PA • . • • • • • • ••• • • ••. • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • 1) Place enough adhesive toachieve 17 to 23 ttptiooal2x(s for sure inches to conlactwith the mint9e P 2) rum covets u Piece e 112 t Then mall the Remov top portion of the cave course cover tib. Abut to second Course of pan tiles. Ensure eave end of pan and comas me flush ateave Eave closure (mortar shown) Nall through plastic cement Optional Pointer Mortar on longitudinal edges o We NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • •• • • • . . . •• . • • • • • .• • • • • • • • • • • • • • • . • • • • • • • • • • • • • •. • • • • •.. ADHESIVE PLACEMENT' tJETA.IJ., E. • • . • � • • SINGLE PA • • • • • • • Tex... • • • . • • • • • • • . • •••• ... • • • •' • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement in. I x3 in. Single paddy on under. layment Single paddy on top of the Single paddy under the Paddy (between tile) Paddy (under tile) Eave course 21n. X 7 in. medium sae paddy eave Faso course only Nail through plastic cement selin.x 3 in. 1 S ingle paddy on underlayment Single paddy on top of tile • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEM1 T BpTQIL • DOUBLE PATTY: , ' • . '.' 11 Eave Course .• • • • .• ••• •• • - Nall through plastic sealent • • Underlayment in.x 3 in. Single 4 in. paddy on under - layment • • • B ogle pad d: under tale ••• •• Single paddy between file 2 in. x 7 in. medium size paddy eave course only Single paddy on top of the tine Fascia Weephole Eave closure DrIP edge Single paddy between tile Eave Closure � 1 21n. x 7 M. medium Fascla size eave course only END OF THIS ACCEPTANCE • ••• •. • • • • ••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 08/07/2007 18:52 FAX 3058877183 MIAM!CADE BOrLD/NG CODE COMPLIANCE OFFICE (BCcO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Samtafe Tile Corporation SS25 NW 95 Street Medley, FL 331 livable rules and regulations governing the use of anrstruction materials. reviewed by the BCCO and accepted by the Building Code and Product ade County and other arras where allowed by die Rut odty Having 1111 :„ t: This MA .. r. V , r 4 the 4 I • i ' n date stated below. The Miunii -Dade County Product Control .... Division (In Miatnr ' • a : ; / r ) :, i i „ the AHJ (in areas other than Miami. Dade County) remove the right'. • • • have this product or matedal testzd fur quality assurance purposes. If this product or material fag to iSerform IA • fife accepted manner, the manufaeturer will ins the expense of such testing and the AHJ diatoty'.. • . • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORAX the righl to revoke this acceptance,. if it is nedd by Miami-Dade i -Dade Cuw*y that ct Control Divisio q dis pot's! og material fails to meet the of the applicable building code. 0000 , • • •' •••••• •••• This product is approved as desc herein, and has been designed to comply with the Florida haling Calt, including the H(gh Velocity Hurricane pone. • • • • • • • . DESCRIPTION: Santefe Swish 'S' Clay Roof Tile ▪ .... • • • • • • ▪ • •••• •••••• LABELING; Erteh shall bear a labor with them manufacturer's mot or logo, only, sue and • •. • following statetttent. "Miami County Pmdact Control Approved ", unless otherwise noted herein. • • SAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building role 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 Meuse materials, use, and/or manufacture of the product or process. 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 shs 11 be cause for ternanadon and removal of NOA. ADVERTISEMENT: The NA number preceded by the words Miami - Dade County, forida, and followed by the exrdation 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 eztt NOA shall be provided to the user by the manufacturer or its distributors tors and shall be available for inspection at the Job site at the request of the Building Official. This revises and renews NOA # !?44420.03 and consists of pages 1 through 5. The subndt ed documentation was reviewed by Alex Tigera. Atil6 2 4 2001 jg >, COW ry. FLORIDA MEI 00-DADE HAGLER B=DING 144 WEST H AGLER STRUT, SUITE 1603 MAME, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375-2903 NOA No.: 054921.02 Weed= Bat= 0VJ01111 Approval Data O2 2106 Page 1 of 5 8002 /006 •••••• ▪ • •••••• • • 00000 • • ••••• • • ••••• •••••• • • •••••• 08/07/2007 18:52 FAX 3058877183 a003/008 ROOFING ASSEMBLY APPROVAL cadommi Roofing Sub- Cat�orv: 07320 Roafng Tille Material Clay DEC 1�e: Wood 1. SCOPE This revises a roofing System using Santa Fe "Santafe `S" Clay Roof The, as manufactured Santafe Tile Corporation and 'bed in Section 2 of this Notice of Acceptance. For locations where the presses requirements, as domed by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in crion 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION MIUMANI d l v Anullemt Dimensions Santafd'S' Clay N/A Roof The Trim Pieces I = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Anenev The Center for Applied Engbeering, Inc. The Center for Applied Engineering, Inc. The Center for Applied E =� nng, Inc. Redland Technologis Redland Technologies Redland Technologies Ted TAS 112 TAS 112 114.14Bift 94 -156x$ 94- 156x.9 25- 7205 -1 Project 07-07 -00-91 (307023) 7161-03 Appendix II 7161 -03 Appendix III P 0402 Product •••• • • • • . •••• EtfcrIntiosi • ...... • • • . •• • One piece high profile clay roof tae equipped with two nail holes. For na l-ou,' set • . • and adhesive set applications. ' • • • • • • • • ...... Accessory trim, clay roof pleSfdruse at • • : • hips, rakes, ridges and valley dithrotions . • Manufactured for each tle prd Ie. • .... • • • • •..• . • . eat NarmtJReuort TAS 101 Aug. 1994 TAS 102 TAS 101 Mardi 1995 TAS 100 TAS 10S (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Sept. 1994 Dec. 1991 Dec. 1991 Withdrawal Resistance Sept 1993 Testing of Scc+ew vs smooth shank nails NOA Non 01.02 Expiration Date: emu Approval Date: 6 Page 2of5 •• . .. . . . . • • . • . • • • • . . . . . • • • • * • • . . . OOOOO • . : .. . • • • ...... • • • . • • . • • • 08/07/2007 18:52 FAX 3058877183 SMARM Redland Technologice Rolland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, IBA Consultants, Inc. IBA Consultants. Inc. IBA Consultants, Inc. 3. LIMITATIONS . Santafe'3' Tile Profile Test Ident'd5'ter P 0647 -01 P 0631 -01 2030S-o1 ttna 05 2353 -4 SFrC- 003 -02 -01 2353 -70 2353 -71 2353-93 Weight -W (Ibf 6.7 Test NantdRet TAS 108 (Moir Set) PA 108 (Mortar Set) PA 102 Restoring Moment TAS 101 TAS 101 .TAS 101 ASTM C 1167 Date Aug. 1994 July. 1994 June 1999 Aug. 1999 12/06/02 09/22/03 09122/03 07/18/05 •... • • . • • • •••• 3.1 Fut classific ion • is not part of this acceptance. •• • • • 3.2 For mortar or adhesive set tde • applications, a static field uplift test shall to rmed i8• • accordance with RAS 106. • 3.3 Applicant shall main the services of a Miiam -Dade County Certified Labour r perform, •. quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall .:uba'dtted m • • the Building Code Compliance Office for review. • • • • 3.4 Minimum undo 1aymcnt shall be in compliance with the applicable Rodin .gpliCatio ' Standards listed section 4.1 herein. • • • • 3.3 30190 hot mopped underlayment applications may be installed perpentficulas to the roof slog:. egos stated otherwise by the underlayment manual publish datum. • .. . 3.6 This acceptance is for wood deck applications. Minimum deck shall be ilM.: compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Averts Weight (W) and Dimensions (I x rat Length-I (ft) 1.5 Width -w (ft) 0.958 NOA No 08.0921.02 Bxphatfon Data 02101/11 Approval Dew 02/02/06 Page 3 of 5 lJ004/006 Table 2: Ae • • , to PA , • — — -- _ Tile Profile 1 O Batten .. Icatlon 1 ( 113 ) Direct Deck Sant* 'S' 0.274 0297 08/07/2007 18:52 FAX 3058877183 SMARM Redland Technologice Rolland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, IBA Consultants, Inc. IBA Consultants. Inc. IBA Consultants, Inc. 3. LIMITATIONS . Santafe'3' Tile Profile Test Ident'd5'ter P 0647 -01 P 0631 -01 2030S-o1 ttna 05 2353 -4 SFrC- 003 -02 -01 2353 -70 2353 -71 2353-93 Weight -W (Ibf 6.7 Test NantdRet TAS 108 (Moir Set) PA 108 (Mortar Set) PA 102 Restoring Moment TAS 101 TAS 101 .TAS 101 ASTM C 1167 Date Aug. 1994 July. 1994 June 1999 Aug. 1999 12/06/02 09/22/03 09122/03 07/18/05 •... • • . • • • •••• 3.1 Fut classific ion • is not part of this acceptance. •• • • • 3.2 For mortar or adhesive set tde • applications, a static field uplift test shall to rmed i8• • accordance with RAS 106. • 3.3 Applicant shall main the services of a Miiam -Dade County Certified Labour r perform, •. quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall .:uba'dtted m • • the Building Code Compliance Office for review. • • • • 3.4 Minimum undo 1aymcnt shall be in compliance with the applicable Rodin .gpliCatio ' Standards listed section 4.1 herein. • • • • 3.3 30190 hot mopped underlayment applications may be installed perpentficulas to the roof slog:. egos stated otherwise by the underlayment manual publish datum. • .. . 3.6 This acceptance is for wood deck applications. Minimum deck shall be ilM.: compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Averts Weight (W) and Dimensions (I x rat Length-I (ft) 1.5 Width -w (ft) 0.958 NOA No 08.0921.02 Bxphatfon Data 02101/11 Approval Dew 02/02/06 Page 3 of 5 lJ004/006 Table $: motoring Moments due to Gravity 5 °:12" Bad - M Deck fit -lbfl 6 ":12° 7 or greater Tile Profile Sentafe'S' 2 ":12$ 3 ":12" 4 ":•2" Battens Direct Deck Battens Direct Deck T Battens Direct Dock Baere Dlret* Deck Bitters Meat Deck 5.93 5.80 5.55 5.82 5.73 5.69 5.55 5.53 5.32 5.29 5.03 NIA Table 6: Attachment Reslstence Expressed Moment - Elf (ft lbf) as a for Mortar or Adhesive Set Systems Tile Profile Tile NaRlkmtlon Mortar Set — Attachment Resistance 23.6 San a%'S� 08/07/2007 18:52 FAX 3058877183 Product, Inc. Average weight perms 9.4 pran.. Tile Profile Santee '8' Table 4: Attachment Resistance Expressed es • Moment - Mf (ft -lbf) for Nall-On S Fastener 2 - 10d Ring Shank Nalis One #8 Sew Direct Deck 21.8 29.18' Two #8 Screws 38.28 One #8 Screw w/ Cllp 57.31' Two 5B Screws w/ alp 1 57.64 1. Approved acmes as motel 'Product manufactired by others'. Battens N/A NIA N/A NIA 61.77' 5, 'LABELING 5.1 All tiles shall the imprint or identifiable marking of th$ manufacturer's name or logo, or following "Miami Dade County Product Control Approved ". NOA No.: 05- 0921.02 Explreeen Data 82/0I/11 Approval Data Page 41E5 II005/008 s . Table 5: hment Resistantm Expressed as a Moment (ft f. • � • • • for Two - Adhesive Set me ...... • • • • • •• ••• •• • • • •..•.• .• • •••••• •••••• • • ••••• • • •••• •••••• • • • •.••.• • • 000000 08/07/2007 18:52 FAX 3058877183 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Nonce of Acceptance. 6.1.2 Any othx documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING "SANTAFt S" Q AY ROOF TEE END OF THIS ACCEPTANCE • . • • • • •... OOO 000 .. . • • ...... • • • • •• • • ....•. • • • •.... .... • •• • . .... • . • • • • .. • • . • • • • • • • .. • • •••• • • .... NOA No.: 05 -*19202 Exiratbin Date: 02/01/11 Approval Date: 02102106 Page 5 *TS II006/008 • •••. • • •... ...... .••. • • •.... ...... • 000 • • ... • ••.... • •. • Inspection Date: 05/22/2008 Inspector: Grande, Claudio Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Project: <NONE> Contractor: S&J ROOFING CONTRACTORS INC Building Department Comments NEW ROOF SANTA FE SPANISH COLOR THRU TILE Passed Failed Correction Needed Re- Inspection Fee ($75) Wednesday, May 21, 2008 No Additional Inspections can be scheduled until re- inspection fee is paid . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Inspector Comments CREATED AS REINSPECTION FOR INSP- 59594. No permit or Uplift Report available for inspection. 5/2/08 CG Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New aiiAimi...int Parcel Number 1121360070130 Block: Lot: Phone: 305 -887 -7779 Page 2 of 2 Test Location Uplift Pull Test Result Test Uplift Pull Location Test Result Test Location Uplift Pull . Test Result Test Location Uplift Pull Test Result 1 '4$.S 26 51 76 2 ^ 27 52 77 3 28 53 78 ..:.: ._. 29 shill. a a:N 54 ._ .. r 79 i _T ii:I:Rjtt::ti' i' : �. .E iai�.ne�. �: .. E .' ' .: , .ai_:; :.e C� 5 .'• 80 �a L � ° IMM MI� M 81 x _ 11 M .19 2 aI I t 33 r - allir I 83 . Wit WIN= �- 34 =WM ���_V.JMI I * kETA 3 MEM f T ..MIN= TERWM11 36 _1 :'7 t 37 _V 61 ` *.e - 6 Mil _ MAY MOIMMATIMIN ° 63 NM s ii, 8 o 16 41 :'` ±s- 66 91 17 42 i. 67 92 18 43 � I ' 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 DuQuesne & Associates, Inc. Approximate Square Footage of Roof .,3O fly Date Installed : 46S / Approximate Roof Height: /�' feet Required Testing Force: 35 lbs ± 5 lbs. Consulting Engineers Environmental / Structural / Civil / Forensic Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOL TAS -106 SITE SPECIFIC INFORMATION Testing Equipment: SHIMPO FGE -500HX TEST RESULTS Building Inspection Services Owner's Name: 1/4 i ..5 Permit /7 Job Address: 4 ge d ?S771 /A®„5"/-47 Roofing Contractor : A®® /‘/ ° Type of TiletSP /- 25- sPAOS Jeia/ L P'' Date Tested: .e IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS -106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPORT SUBMIT'T'ED BY: This TAS -106 has been performed in accordance with the requirements of Miami -Dade County, with no deviations. Jorge Du Quesne, P.E. Civil Engineer PE # 24513 DuQuesne & Associates, Inc. CA#0005245 Lab Certification # 06- 0320.21 7815 Coral Way, Suite #109 Miami, Florida 33155 Tel (305) 264 -1425 / Fax (305) 264 -1426 / E -Mail JDuquesne@AOL.com UTR# - 2008 - 79 to 1 /2--A/E. / ? J 1':, A4,4n^ 1 11-1-a T 2 v �-. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 42 NE 107 Street Miami Shores Village, FL 1121360070130 Block: Lot: JEFFREY LAWRENCE Owner Information Address JEFFREY LAWRENCE 42 NE 107 ST MIAMI SHORES FL 33161 -7030 Contractor(s) RICKS COOLING Phone CeII Phone (305)951 -7658 Tons: 2 Additional Info: a/c split system Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $3.00 $3.75 $158.35 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy ? Expiration: 03/09/2008 Phone Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: Out tOL4 sEV 7 PA Available Inspections : CeII Valuation: Total Sq Feet: $ 1,500.00 0 Inspection Type: Smoke Det Test Rough Hood Smoke Test Ventilation Final Rough Duct 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. September 11, 2007 Date Tuesday, September 11, 2007 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address Cit / Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) State Certificate or Registration No. e4 C, 05j 3),/ E -MAIL: Architect/Engineer's Name (if applicable) State Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip 33 /G /. Phone # Permit No. Square / Linear Footage Of Work: 33/ Master Permit No. —/S 0/ Phone # (._p 72 01 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # /l Z/% 6. — '0 C. 0/3 0 Is Building Historically Designated YES NO X Contractor's Company Name e ces 6O Phonf# 30f) `'7 Sl ~5 2�Y Contractor's Address q1).4/ S w 7 refZl City 14 / State k. • Zip f, ? Qualifier Name kC i Z. Phone #r 3 o,f) 4 • 2 i7 Certificate of Competency No. Phone #(3 sf�522" 3 a ?) Type of Work: DAddition ❑Alteration New Describe Work: s �/M S ,pb7 Sy-9 (v O�� 1 ❑ Repair /Replace ❑ Demolition 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. 1 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. 1 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 properly 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: Signature Contractor 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: Permit Type (circle): g lii r Owner's Name (Fee Simple itleholder) Owner's Address City Ijjt1/ Sitioe.i state Tenant/Lessee Name Contractor's Company Name Contractor's Address City PI/ t 40mm t Qualifier Name State Certificate or Registration No. ck Architect/Engineer's Name (if applicable) Value of Work For this Permit $ l Cele Type of Work: DAddition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Notary $ Scanning $ 3 'a Bond $ . Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D iE e rC E V PERMIT APPLICATION M6 2 4 200' FBC 2004 BY: • f C - tva /o7 S" Job Address (where the work is being done) City Miami Shores Village County FOLIO /PARCEL# //— V34 - 0 a /30 Is Building Historically Designated YES NO cc's col m. .J}iJ State 'Pt /i'7 'Z 0.4& as3 '7/ Phone # zip 33/ Phone # Miami -Dade Zip Permit No. N1 7 t 33 aster Permit No. 0 - 1 SO I Phone # 3 dr' 951- 74 Zip 7/73 Phone # 3sr g S ") G Certificate of Competency No. 7zv -7 Vd 33/47 ['Alteration • s Square / Linear Footage Of Work: ew ❑ Repair/Replace r ❑ Demolition * * * * * * * * * * ** e es ************* **** * * * * * * *** * ** * * ** * * ** * ****** Permit Fee $ t DZ5 CCF $ f ' 2. CO /CC Training/Education Fee $ O . Technology Fee $ .5. 15 Radon $ DPBR $ Zoning $� Code Enforcement $ Double Fee $ Total Fee Now Due $ ' 0 7,71-06- See Reverse side -+ Bonding Company's Name Of 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 jurisdictiorf I understand that a separate permit dust lib secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ' LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged / /J 77 /O , Signature or Agent f The foregomg instrument was acknowledged before me this day of!� 200, by who is personally / known to me or who ha produced t14,4GAs identification and who did take an oath. NOTARY PUBLIC: (Revised 02/08/06) S . MY COMMISSION ' 16172 • 7 a .�. RES �� N r��c ovember 19, 2010 407 )398.0163 . , ( • *or * at• * * ** *' **** ******* * **** **** APPLICATION APPROVED BY: Signature Contractor instrument was acknowledged before me this_ jr 20 4' , by 12f G , The foregoing day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: `= MY COMMISS 0 ,, � �� "E r ES November 19, 2010 444wead 4 * * **9rit Plans Examiner Engineer Zoning Project Address 42 107 Street Miami Shores Village, FL Owner Information JEFFREY LAWRENCE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) ALLTECH PLUMBING Phone (305)345 -4368 CeII Phone Type of Work: PLUMBING FOR REMODEL Type of Piping: Additional Info: SPRINKLER Bond Retum : Classification: Residential M IA P 1 2 2007 rk' H©REs , Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $160.00 $3.00 $4.00 $167.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, September 11, 2007 Permit Parcel Number 1121360070130 Block: Lot: 42 NE 107 ST MIAMI SHORES FL 33161 -7030 Issue Date: 9/12/2007 Phone Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: Permit NO. PL -8 -07 -1811 Permit Type: Plumbing - Residential Work Classification: Addition /Alteration Permit Status: APPROVED Date Expiration: 03/10/2008 Applicant JEFFREY LAWRENCE Available Inspections: September 11, 2007 Cell $ 1,000.00 0 Inspection Type: Final Heater Re Pipe Top Out Underground Rough Water Service Water Main Lavatory Main Drain 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 1 Permit Number: PL -8 -07 -1811 Invoice Number: PL -9 -07 -29765 Applicant: JEFFREY LAWRENCE Company Name: Owner Address: 42 NE 107 ST MIAMI SHORES, FL 33161 Job Address: 42 107 Street Miami Shores Village, FL Date Wednesday, September 12, 2007 09/12/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 8592 Amount $167.80 Change $0.00 Total Payment: $167.80 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ' W Phone # 3 v 724 7 tvi Owner's Address City Ast tAwl/ fl- ,_ State Tenant/Lessee Name Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 42, II ( 7 S / City Miami Shores Vill. e County Miami -Dade Zip 3 3 (( Is Building Historically Designated YES NO >( Contractor's Company Name �LT J4 , " M -C W 0 ti3f► 1/ilt # Contractor's Address Y • f7. j'» 95 City Va(Yt t State FL Qualifier ; A4 f o o (fr 1 Architect/Engineer's Name (if applicable) 44-9.4. � ���,, Phone # 3ar:. c 21r- 3 0 37 $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) As' moo Type of Work: DAddition Describe Work: W NL S4-,d J 'Y1/44..4 St v►i_ Permit No. Master Permit No. Zip 33 1(o Phone # r � zip 3(15 -�$ Square Footage Of Work: /al teration ❑New ❑ Repair/Replace ❑ Demolition VW We- 5erhil Le-4 )%4J4 - rte` * * *** *********** ,*,* **,*** *** F ,* ***,*,**** **** *** **** **** ** ** Submittal Fee $ Permit Fee $ / IP 6 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after . the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged 11/ /IPA 4r or Agent The foregoing instrument was acknowledged before me this [ day of 20 07, by O J ' L who is rson�PI known to me or who has produced pe y wn w pr 01 Z(�Ci .As identification and who did take an oath. Signature NOTARY PUBLIC: Sign: Print: My Commi,s= > rrrr, v*a e*a* stiva98ol45a3v*earr>r allo ssrairO int*rreri$ ***** *****************e** tar ***a******** ******** ****a*** ****** (Certificate of Competency Holder) State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 Signature NOTARY PUBLI Sign: Print: My Com Certificate of Competency No. Contractor The foregoing instrument was acknowledged before me this L day of Atic , 200 , by _AIRMS0 who is personally known to me or who has produced 0 t2.- t 4C� . as identifi on an did an oath. ;4��4 EXPIRES Novemb 9, 2010 407)398 -0153 Floridallota Service.com • 1 ssi. .ire EC) 7 . MARQUES * ********************* ** *********** . ***max ** ' ******* *+ i< **+ r, **r nx.**** *r K*x**x. ******r x**+ x*****x*.x**x*+x>k**+x*** d 'alas Examiner Engineer Zoning City iQW Qualifier Name A Architect/Engineer's Name (if applicable Value of Work For this Permit $ Type of Work: DAddition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING MOMINFM Permit No. P107 1 PERMIT APPLICATI ro 2 4 Master Permit No. RCO1 - 1501 FBC 2004 BY: - - - - -- Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) de/U. Ii TJC 60eAkatOe) Phone # Z Owner's Address ' 41 �, 10 - City OIALl S.01 State - Zip l(" 1 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 4 E, igi i- + City Miami Shores Village County Miami-Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name AL( 1lOWi 2ln Contract° Address 13. Q X 'O1 l7' Permit Fee $ State Certificate or Registration No. Certificate of Competency No. E-MAIL: ❑Alteration Square / Linear Footage Of Work: ❑New Submittal Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee NobrA CCF$ Zip Phone # Zip i(o t Phone # 4( Phone # Cl Repair /Replace See Reverse side -+ ❑ Demolition **** eY****x 4 rxx+ Exxxx **Srdr**** 4ex Y *** *** ****F xrxxxvx a cxxycle**wve********** *iex &ux Bonding Company's Name (if applicable) Bonding Company's Address City Signature State 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: a aYeY74 ******SeeY*4reti****** *** APPLICATION APPROVED BY: (Revised 02/08/06) 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature My Commission Expires: * * ** **xok********* :* ******* t*xeYae4ed: ******* *x*+Y*a ***SeeY*a4 ***** 4,7. � Wm" Contractor 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: ? `� ? Plans Examiner Engineer Zoning Project Address 42 NE 107 Street Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Building Department Copy Address Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Technology Fee Total: Amount $3.00 $1.00 $159.25 $3.98 $167.23 7yam° E c al:= .Resi ; a�rr sit)1it� o` ' Expiration: 03/09/2008 Parcel Number 1121360070130 Block: Lot Contractor(s) LIGHTGATE INC Phone 305 - 554 -4820 CeII Phone Authorized Signature: Owner / Applicant / Contractor / Agent Type of Work: electrical Additional Info: service repair Classification: Residential SEP 1,2 2007 t -it MIAMI SHORES VILLAGE Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ o.00 Applicant JEFFREY LAWRENCE CeII 42NE107ST MIAMI SHORES FL 33161 -7030 Valuation: Total Sq Feet $ 4,550.00 0 Available Inspections : Inspection Type: Underground Rough Fire Alarm Service Change Alteration Final Relocation Meter Box W. W. 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. September 11, 2007 Date Tuesday, September 11, 2007 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING G C' Permit No. E 101 1F)12. PERMIT APPLICATIO Master Permit No.x 1 01 I FBC 2004 AUG � �'����� �" Permit Type: Electrical + BY: - - -- - ---- / Owner's Name (Fee Simple Titleholder) o�c iumg.r7c. J G ice' Phone #x a0, 710 / Owner's Address ' a /m 7 f'• State Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) 49. 4/6 /07 S f Zip 3 - 3/G, / Phone City Miami Shores Village County Miami -Dade Zip / (� / FOLIO / PARCEL # / /-r 2 /36 - Q (57-- 0/3 Is Building Historically Designated YES NO -/C Contractor's Company Name X., 7n, to, - TAG Phone # zQ ,a2g 0 Contractor's Address /4 e.e.) /O 7 QUp- - �p f City /q !aj / State Zip ,S,a} / /74 Qualifier Name Q g rr7 CJ 5 Phone # � o� 9,a I9az) State Certificate or Registration No. er° G"49 Op a ,(�} O Certificate of Competency No. E -MAIL: p Architect/Engineer's Name (if applicable) L /t„L. e ✓a��Qt Phone # ,3GV f .&.303 Value of Work For this Permit $ 4; .6.6"Y� Square / Linear Footage Of Work: /MO Type of Work: ['Addition Iteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: • c Jez.r - 4.)/ CQ ltrQ q/ r`, /7 Pao a t /e h?h . \--77. a /e7 7 P7i2a XxXXXXxx xxxxxxxxxxxxxxxxx FeesxXXxxXXXX xxxxxxxxxxxxxxxxxxxxxxxa ° uxxxxxxx *xIC Submittal Fee $ Permit Fee $ /r, 'I sf CCF $ Notary $ Training /Education Fee $. i Technolo Scanning $ 307 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ s Structural Review. $ Total Fee Ngw rA4 1 fl-Z13 0/ • onin $ LAGE 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 taws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy' of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent 1 The foregoing instrument was acknowledged before me this 7 " ..62 20 O7by V eP , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: day of Sign: Print: My Commission EXPIRES November 19, 2010 407)398-0183 Fl • rid • No '': .`= MY COMMISSIO r i 16172 ttin LgYc�i ess November 19, 201 (407)398-0183 FloridaNOtaryService.00m APPLICATION APPROVED BY: (Revised 02/08/06) Signature Sign: Print. My ***4* Contract The foregoing ledge oi iing instrument was acknowledged before me this day of.l� , 20 Q , by who is person. leknown to me or who has produced /t2_4 c.- as identification and who did take an oath. NOTARY PUBLIC: w********* ******,Yxxxdrx,Yxxxxx &xoYxxxxxx w** Plans Examiner Engineer Zoning Inspection Number: INSP -89053 Scheduled Inspection Date: November Inspector: Devaney, Michael Owner: LAWRENCE, JEFFREY Job Address: 42 NE 107 Street Project: <NONE> November 16, 2009 Miami Shores, FL 33161 -7030 Contractor: LIGHTGATE INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 17, 2009 For Inspections please call: (305)762 -4949 RC-1-o ) yol Permit Number: EL -8 -07 -1812 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360070130 Phone: 305 - 554 -4820 ELECTRICAL WORK FOR ADDITION Permit extended based on permit # 09 -1089 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 59776. LABEL PANELS!!! NEED 10' CLEARANCE ON SERVICE ENTRANCE CONDUCTORS AND 3' IN FRONT PANEL. MD 07/02/08 Page 34 of 35 ELECTRICAL WORK FOR ADDITION Passed Inspector Comments (/5 Y ���/ G/ 9ys'/'e2/2 A/07 ;ea. 41 v "JP % , ) e---- e / Failed / Correction Needed Re-Inspection Fee ($75) No ditional Ipections can be scheduled re- insp fee ns is paid ..� �� Lk2 Nr //� J� f P" d am› t ,� / g` .. w� --5' , ix ' S until Inspection Date: 03/03/2008 Inspector: Devaney, Michael Project: <NONE> Owner: LAWRENCE, JEFFREY Job Address: 42 107 Street NE Miami Shores Village, FL Contractor: LIGHTGATE INC Building Department Comments Friday, February 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Parcel Number 1121360070130 Lot: Phone: 305 - 554 -4820 Page 1 of 2 Permit Number: EL -8 -07 -1812 Invoice Number: EL -9 -07 -29767 Applicant: JEFFREY LAWRENCE Company Name: Owner Address: 42 NE 107 ST MIAMI SHORES, FL 33161 Job Address: 42 107 Street NE Miami Shores Village, FL Date Wednesday, September 12, 2007 09/12/2007 Cash Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number Amount $167.23 Change $0.00 Total Payment: $167.23 Page 1 of 1