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BP-04-372Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187002 Permit Number: BP2004 -372 Scheduled Inspection Date: March 29, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 186835. Plans and permit must be on site. NB PLEASE ADD PLANS TO INSPECTION WORKSHEET. d.o Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 28, 2013 For Inspections please call: (305)762 -4949 Page 17 of 32 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187002 Permit Number: BP2004 -372 Scheduled Inspection Date: March 29, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False 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- 186835. Plans and permit must be on site. NB PLEASE ADD PLANS TO INSPECTION WORKSHEET. March 28, 2013 For Inspections please call: (305)762 -4949 Page 17 of 32 to I: Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 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: Square Footage Description of Work NONE Date Issued Occupancy R -3 Load Occupancy 2,200 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE rOY17 1■X, Miami Shores Village Building Department 10050 N.B.2nd Avenue, Mlami Shores, Florida 33138 Tel: (305) 795.2204 Fart: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1 City: Miami Shoes Folio/Pan:elt Is the *ding HtstorlcaUz Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: �, 6'v f-11-NA- city: 4 it Tenant/Lessee Name: n tea Email: State: Permit No. Master Permit No. FBC20 kc=) `7- -t -372- ROOFING tr iami Dg .� NO Flood Zone* Phone#: CONTRACTOR: Company Name: Address: Gin & City: State: Phone#: Zip: Qualifier Name: c g- Phone#: State Certification or Registration #: 05'1)5, Certificate ofCom Contact Phone#:cy #: - Email Address: DESIGNER: Architect/Engi eeer: Phone#: Value of Work for this Permit: $ 4qu9rei t Yua --_.Footage of Work: Type of Work: OAddition °Alteration ONew ORepair/Replace Description of Work: "_',_ ►s �� ODemolition Color t ru tile: ********* * **** * * * * * * * ***e******N ** * * * * *F **** s******** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $5O . CO Scanning Fee $ -- Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 , Ep 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,pBQLBRS, 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 70 OWNER: YOUR FAILURE TO RECOED A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE * FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 'TO' (STAIN 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 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 s _roved and a reinspection fee will be charged gent 1 The foregoin ' �'.x� ent was acknowledged before me this lo ,n �bt 20 „La by day of f/ 1 ± -/ �- , NOTARY PUBLIC: Sign: Print My Commission Ex r who has produced identification and who did take an oath. —tea - State of Florida p ug 13 Commission # DD 914311 -r fl Signature 11 The foregoing instrument was acknowledged before me this _ day of 0� . 20 i ; by L who • ersonall� knob or who has produced as identification and who did take an oath. NOTARY PUBL� Sign: Print: My Commission Expires: IPA ca : �1111✓11�1l11��`\` \\ ****************** 0********************************************************** * * * * * * * * * * * * * * * * * * * * * *** * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Reviserd 07 /10 /07)(Revised 06/10/2009XRevised 3/15/09) Zoning Clerk Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Owner's Name (Fee Simple Titleholder) 1 Owner's Address city 000.1Es state Tenant/Lessee Name Permit NoB1A" 3 T%_ Master Permit No. Plumbing Mechanical Phone # Roofing 4- Sa,4 zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ‘SkS 941c. Contractor's Company Name As2..�1•3 e-31,4,%4C. Contractor's Address 1,0030 do Lei C' City e- `e S1,{0 State mil® Qualifier C.... PCB Zip Phone # (c) aa 3,5 _li l," ?0 1 Architect/Engineer's Name (if applicable) SEt C) RONS.t. Phone # $ Value of Work For this Permit $ (AO/ v '60 Square Footage Of Work: Type of Work: Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: hAO t,T\ 0 t 6 N b ) CzpoPsziNcGe- ct, STOCky B A S T e ®D 0N\ k * * * * * * * * *, * *; Submittal Fee $ 200 Permit Fee $ 1000--""""" Notary $ 5 Training/Education Fee $ 41-3v Scanning $ 7S — Radon $ Aira® Zoning /Co — Bon $ 00 - Code Enforcement $ Structuratlan Review. $ pad CC- 9-5o.co *itpFeepil CCF $ Technology Fee $ 1 CO /CC Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip L\ Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip \N,\ 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 inspectio hi h occurs seven (7) days after the building permit is issued In the abs; nce of such posted notice, the inspection will t b app loved and a reinspection fee will be charged r Agent The foregoing a acknowledged before me this 1 day of f go o r 2009, by (t ?alt , who is personally known to me or who has produced NJ A As identification and who did take an oath. NOTAR PUB Sign: I I � Print: t* 1unr' My Commission Expires: Contractor The foregoing instrument was acknowledged before me this 17 day of M( ()C , 20 Di by o (C, NC:l 13 4 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC bel Vargas 4 es: Jul 13, 2007 Atlantic Bonding Co., Inc. ***************************.*************,*******************, * * * * * *,* * * ** ** * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Certificate of Competency No. State Certificate or Registration No. * * * * * * * * * * * * * * * * * * * * * * * * ** **************************************************** * ** *** * * * * *�x * * *** * * * * * * * *** * ** ' St _�_ 'F Plans Examiner JUL 2 8 2004 APPLICATION APPROVED BY: Cho 12/15/03 7 Engineer Zoning PROCESS* FOLIO* FEEPAYER: IMPACT FEE RECEIPT BP2004110372_0 BATCH: 1132060140960 SITE ADDRESS: 518 NE 94 ST ARENAS CONSTRUCTION 10650 NE10PL COLLECTION NO.: 62995 DATE: 07129/2004 MIAMI SHORES FL 33138 ID CAT. CODE CATEGORY UNITS FEE EXTENDED TYPE D FEE DI DESCRIPTION AMOUNT _ AREA... . 9 '5002. ..... t1NtTSIZEi�FT} ............. i.a..■....■.....r.,s....,.....® 364 •■.,r.0.918 •.+�.r.■.■ .v 1,25215 .■... TOTAL AMOUNT OUE: $1,252.15 PAM CHECK: $1,252.15 PAID CASH: 50.00 4-1q se 3 Y April 26, 2004 RECE.OI E A R 2 7 2004 Mr. Curtis Craig Miami. Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 1! E. M. Mora — Architects, Inc. Eusebio M. Mora ARcmTEcr Re: Guerra Residence and Addition 518 Northeast 94th Street Miami Shores, Fla. inspection of reinforced masonry Dear Mr. Craig This letter will serve as confirmation that we will perform the inspection for the reinforced masonry at the above referenced residence. These inspections will be performed by the architect of record. if we can be of further assistance, please do not hesitate to contact us. Sincerely, Eusebio M. Mora, R.A. Fl. Lic #0011732 6761 Southwest 68th Terrace • Miami, Florida. 33143 • (305) 740 -5185 NE. 5th AVE BIC F.I.P 1 2" (NO .) ICJ B Ten. NE. 94th STREET (75.0' PUBLIC RIGHT OF 0.70' As AVEMENT Y) 1" M 100.0' N 0 Z Z 0 1- 0 w 0) w CC 0 rn z s0 In 0 0 m F O J 21.00' PLANTER F.I.P.1/2 °41 (NO ID.) 0.4' tLa 0.8' E N r F.I.P.112"0 (NO ID.) 11.50 0 4' HIGH C.L.F ,'{ '.✓ 4,.L? %o`er,`' 94 6.yu P6 0.4' ";140/42,40.04;%., '3 "r.•�a "h ` �Y 4y% %f / �A '03 f 4 .44* . 1 ' 31.0' 11 5.0' u) 6' HIGH WOOD FENCE 100.00' (R &M) 15' ALLEY 0 N 0 z z 0 1— 0 w w tr 0 S Q In 0 U 0 03 c0 1- O J F.I.P.1 /2"0 (NO ID.) It B Graphic Scale 20' 0 10' 20' 40' II•1' ■ MI 1 " =20' PROPERTY ADDRESS: 518 NE 94th STREET , MIAMI, FL. DESCRIPTION Lots 9 & 10 Block 56 of "MIAMI SHORES SECTION No. 2 ", according to the Plat thereof as recorded In Plat Book 10 at Page 37 of the Public Records of MIAMI - DADE County , Florida. There may be legal restrictions on the subject property that are not shown on the Map of Sun:ey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at tha stated graphic scale in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process This survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. If shown elevations are referred to N.G.V.D. of 1929 Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. The Surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: ' Well - identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. The elevations of well- identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, induding pavements, curbs and other man -made features as may exist FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0093 Suffix: J FIRM Date: 07 -17 -1995 Flood Zone: X Juan J. Guerra RVEYOR'S CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "BOUNDARY SURVEY" meets the intent of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61G17 -6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. BAEZ & ASSOCIATES, INC. Florida Certificate of Authorization No. LB 6358 12 -07 -2003 Oscar E.; =: ez- Cusido, P.L.S. Regist; ed Surveyor and Mapper No. 5034 State '•f Florida. 0 0 a j U LL O w CC CC cO vi co 0 (0 "' av °4 �1 O ¢m U (J U UUCS U BAEZ & ASSOCIATES, INC. Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 FAX: (305) 265 -0608 ORIGINAL 12 -04 -2003 FIELD DATE REVISIONS: JOB NO. 93094)886A DRAWN J.C.R. SHEET 1/1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -372 Building Permit Printed: 7/29/2004 Applicant: BERTA GUERRA Owner: GUERRA BERTA JOB ADDRESS: 518 NE 94 ST Contractor ARENAS CONSTRUCTION Local Phone: 305- 899 -8328 Parcel # 1132060140960 Contractor's Address: 10650 ne 10 pl Page 1 of 2 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -7633 Building Fee $4,200.00 FEE2004 -7634 CCF $84.00 FEE2004 -7635 CO /CC $50.00 FEE2004 -7636 Notary Fee $5.00 FEE2004 -7637 Training and Education Fee $28.00 FEE2004 -7638 Technology Fee $105.00 FEE2004 -7639 Scanning Fee $75.00 FEE2004 -7640 Radon $11.00 FEE2004 -7642 Builders Bond $300.00 FEE2004 -7643 Structural Fee $150.00 Total Fees: $5,008.00 Total Fees45 ®08.00 Total Receipts: tZ '°3 4-7 S Permit Status: APPROVED Permit Expiration: 9/14/2004 Construction Value$140,000.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. -®31 aAX FOLIO NO. 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. 1111111 1111111111 111113111 111111111111111111 CFN 200480198517 OR Bk 22146 Ps 1875 (1Po ) RECORDED 03/24/2004 09:59.43 HARVEY RUVIHe CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: \ To' 6-1.4 2. Description of improvement: t.. / 1" .---)1N 1 , 1 L 6Z. CC A-C1 - 3. Owner(s) name and address: 15 K eok 5 H E\ -)) 1`")r interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: C?! 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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- cified) gig • re of i Owner's a,a�► �. (off Sworn to and subscribed before me this / 1 day of M -Q Notary Public Print Notary's z' me My commission expires: 123.01 -52 PAGE 4 8/02 -.c44:rg14 I14.0•A3 • Prepared by CV U 1\V 20. Address: l 3 ice' \ ? Zso`,,pg`va�%, Jennifer L. Thomas 7e ;; V... Commission # CC 987283 9 moo` Expires Jan. 20, 2005 •4"o 0.&$ Bonded Thra '4jhu0�� Atlantic Bonding Co., Inc. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTJCE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A.HJ). 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 AIi3 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: Sectional Garage Door 9'- 0" Wide. 1 4310 /67/HDGL, 4400/01, H APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/0a � Building Products, signed and. MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of I, prepared by Clop } g tutu ts, Notice of sealed by M.W. Westerfield, P E., bearing the Miami -Dade County Product Control Renewal stamp Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according toA T u -8t by a Dade County approved laboratory selected and paid by the manufacturer._Every 3 months, four times a year, the shall mail to this office: a, copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Comity, 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 # 01- 0427.01 consists of this page I as well as the approval document mentioned above. The submitted documentation was reviewed by Cand , Font PE. 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 NOA No 03- 0430.04 Expiration Date: August 21. 2008 Approval Date: June 5, 2003 Page 1 it =L (11i�Tr�L u '�ifilif Ui3t*!;1t��t "ili/ir3i /t:{.3liltytEwr'ir3liti.�ii trxri+ IroasMsri1imT11aiEeT +fi-rlrluaorsioss [3Cai[33iESiT,ElilQi��ii�7l� rieurnarmizgranwernimpineui fiffiliR"i9WP VFSifLQWATS/1110.416t:Y Y',JIt1 MISS (iNil4'.t'VAti ITIMliiF13. mv�E! sris+siT�',a6W�±�1c�tlr:�tl�r?� if •.Sif'Pu1if7'41 i'f tSTiitENII �'SYF�17K13�liZfN ~ UIMAi G• A M00_ 4. tt 43 +1 + 4 ° ++ 4 11 H CLOPAY MODELS 11400. 11401 H, DO .1±301, )310 (UP TO 12'0" HOW" HOLMES MODELS 66: 67: 66 A' RE414FORCEMENT PLATES ATTACHED TO KKR SKIN WITH PATENTED TOG. L -LOC SYSTEM (NOT V1SIE1E FROM OUTSIDE) • (2) IAIIERLIERATE REINFORCEMENT PLATES PER • SECTION ATTACHED WITH TOG -L -LOC SYSTEM • DOT VN7'0U F FROM 0TR510E) r--. -A L I o I. .1101001011001 MAX. 0008 WIDTH a V-0' INSIDE ELE/ATION LOCATION OF • MpUMUM VENTTSOPENING: 60 01 TABLE 1 DOOR NUMBER OF HEIGHT SECTIONS * ■iiamobliammlierowilomm �� Wiiii Ek3iliMil111111.1111r • 05000ps ARE EITHER 18 06 21" NIGH Yf, 6' ):l "X4° ■W TWO POINT LOCKING INTO TRICK PER USG 3603.2. 0J ENGAGEMENT OF MEWS( OPTIONS) • REIt4FORCE6IEHT PLATES / ATTACHE) TO DOOR SKIN WITH PATENTED TOG -L -LOC (1407 VISIBLE FROM OUTSIDE) INTERMEDIATE REINFORM#IEPR PLAN PER SECTION. ATTACHED W/ 10G -L -LOC 5YSTEM (NOT VISIBLE FROM OUTSIDE) A 1 L END STILE SLOE BOLT LOCK ET4GAGE8 VERTICAL RAACK 04E . R LOCK • Of SLIDE BOLT HORIZONTAL ALLER (TOE 13 GA DAL*. STEEL POD BRACKET, EACH FASTENED TO WOOD JAMB WITH . (3) 5 /18`10-3 /8` W000 LAS SCREW..' TRACK THICKENESS: 080" - MAX. DOOR 1170TH LME n NATION LOCATION Of OPTIONAL VENTS AMAXIMUE1 von OPENIKG: 60 W' war / TED POINT LOCKB4G IRO TRACK PERT STBC 3603.2 - (43106TTE g� T " CI won) (ME LW< OPTIONS) rog TONGUE AP10 GROOVE JOINTS, 27 GA, MIN, EXTERIOR STEEL SKIN (MIN. MEL0 STRENGTH: 26 CSI. DRAWING DUALITY) WON G -40 NN. CAL*. BAKED -ON PLXTESTER PANTED TOO COAT APRJED OF STEEL BIOTIN. • • ;. 01,1 Norio; END LE . LOCK GUIDE • LOCK BAR IN• TRACK ON EACH SIDE OF DOOR- °- • ilia. -•..F' 1-am iJtilatiivr..aiL; d.ust[�L-7Ym: NOWA 7877 MOMS a N. NMI O �147 AND BACK VON OF DOOR {-- 2` THICK / INSTALLER RLTAIL MODE IBM 141201, 67 4310, N310 T WI= YP. 2- 1/2"x12 GA. GA-V. gSTTEEEL((UP7pKBRACKET. •; � (UP 0 12: „�H3. - 7 GA WN. 1 u;. =4i. /USN PANELPANEt 27 GA. 2701 v8a. EXTERIOR SKPh4 B MVP INSTALLER (TO S4R7j R - 16 GA GALV. STEEL END STILE (END STILES HELD BY HINGE SCREWS) 12 GA 0d1.4. STEEL TRACK BRACKET FASTENED 10 41 .. WOO OD �W BPD enAc.4467.. 2' GAO. 5tEEL 7890X' FASTENED TO TRACK BRACKETS. EACH BRC1A/41 *5/ATTACHED jLS TWO 1/4' RIVETS • 'AtiBAITIMISLIIDEL SHOWN N THIS DRAWING. TALTINECR FOR WINO LOADS 77 I.93` THICK, 19 DENSITY EXPANDED PoosrrREHE FOAM INSULATION LAMPIATEI (SUPPLIED NT FACLON MAIDIFACURING) TO 00TH £70ER046 AND INTERIOR 7644: 12 GA GALV. STEEL TOP • ROLLER BRACKET. EACH BRACKET ATTACHE') w//((4) • 46011011 4-4 14 GA, GALV. STEEL END - Ma. EACH FASTENED TO END STILES W /(4 914x5/0' . SHEET METAL NS AND TAPPING SCREWS 3' TALL x 20 OA: GAIN. STEEL U -OAR. TWO PER 0008 56074011. ATTACHED WON (8) 1 4'x3/4° SELF (TAP PING 1056 (U2-�BAR. - AT) CENTER HINGE 4.00474044. M IN 4E y ED A GA. GAIN., SKIN PRIMER r APP ED TO BOTH SLIDES OF TOP 554014- COAT 13 CA C.11.O. STEEL BMW BRACKET. ' ATTACHED 71111 (2) 914x8,5° SHEE7 METAL SORE'. ALUMINUM EXTRUSION N 1(14YL WEATHERSTRIP. (4) 914x9/0° SHEET META. SCREWS (4) 1/4 °x3/4" SELF TAPPING SCREWS MFTIATE HINDS" s r -7 EMTFR 14 GA. PETER HINGES USED � smomELs EXTERIOR • THE 276 VERTICAL WOOD JAMBS ARE TO SE GRADE 2 OR FETTER VE(LOW ANNE.} 140 LOA) IS TRANSFERRED TO THE MAY at (BUTT J NOT REOWNEpiMOUNTERS TO PROVIDE A PLUSH 150UN7114G SURFACE. - 296 WOOD JA648 CAN BE ANCHORED TO GROUT REINFORCED BLOCK WAIL OR CONCRETE COLUMN. 6LOCK CELLS SHALL RE FILED WITH CONCRETE AND REINFORCED WITH CONTINUO 99 BAR EXTENDING INTO THE FOOTING AND 410 TIE BEAMS. ANCHORS CAN BE 1/4`x1 -3/4" EMBED TAPCON 004464516 ANCHORS STARTING AT NO MORE THAN ? FROM BOTTOM AND 18' 0.0..4.8 66111 3/8'.4' (1 -3/4 EM850) RAWL WK /001. 1 ANCHOR STARTING AT 440 MORE 1HAN 8" FROM BOTTOM AND 24" 0.C. DESIGN LOADS: +48.0 PSF at -60.0 PSF. 14 GA 110 HIKDE 10 GA MIN, GALV. STEEL CENTER HINGE FEACIASIMAWRETSWANIENICREWS 14 GA. GAIN. STEEL END HIE - FASTENS]) 10 END STILES W /(4 EACH 14x3/8" SHEET METAL SC AND -• (4) 1/4 "x8/8" SELF TAPPIN0 SCREWS. FA ROLLER. -- DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION Ho. 48485 MECHANICAL ENG+EE88NG ®clopay Building Products Company ROT 47.42 40197 BUILDING PRODUCTS COMPANY e.a- 11/49/9$ ass PINE BUD. MASON, 044 73940 mwx n• MVP (513) 770 -4500 "-7.' 5'017 x 11 xf xdv+®• I10G/HD6L. 66/68. 434 7310 67 HOG_ 7400/04, H MC 13 Im4.xa 10147070 ) • MI�D� MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 7300 Reames Rd. Charlotte ,NC 28216 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLF.R STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2338 CONTRACTOR ENFORCEMENT DIVISION (303) 375.2966 FAX (305) 373-2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of "Sta -Tru" S/E 6'8 Out -swing Opaque Res. Ins. Steel Door - Impact w /wo Sidelites(Non- Impact) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0928.05 EXPIRES: 11/01/2006 Raul xoanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office hta04S00011pc2000 \ttemplatestnotice acceptance cover page.dot Internet mail address: )Htstmastet�a buildingcudennlinc.com Homepage: http : / /ww•w•.buildingcodeonline.com MAKE SOMETHING GREAT' r3(C2 HURRICANE DOOR SYSTEM STA -TRU S/E 6'8" OUTSWING & INSWING RESIDENTIAL INSULATED STEEL DOOR WITH AND WITHOUT SIDELITES SISTEMA PARA PUERTAS HURRICANE NOTICE OF ACCEPTANCE AND APPROVAL /INSTALLATION DRAWNGS SAVE FOR BUILDER AND INSPECTOR Part No. 53085 Stanley Door Systems ACCEPTANCE No.: 01- 0928.05 APPROVED : November 01, 2001 EXPIRES : November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 01- 0129.21, which was issued on May 10, 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta -Tru" S/E 6' 8" Outswing Opaque Residential Insulated Steel Door w / wo Sidelites - Large Missile Impact Resistant Doors / Non — Impact Resistant Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. 43967 titled "Stanley Outswing Opaque 11-4 x 6 -8 Steel Edge Door WI & W!0 Sidelites" Sheets 1 through 7 of 7, dated 12/26/00, prepared by R.W. Building Consultants, Inc., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate topics of the approved drawings, as identified in Scction 2 of this Notice of Acceptance, clearly marked to show the components selected for thc proposed installation. 6.1.3 Any other documents required by thc Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division Stanley Door Systems ACCEPTANCE No.: 01- 0928.05 APPROVED : November 01, 2001 EXPIRES : November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. IS he \ • Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 STANLEY DOOR SYSTEMS STA -TRU STEEL EDGE OUTSWING 8-8 OPAQUE STEEL DOOR W /AND WIOUT SIDELITES IN A WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAM! –DADE COUNTY. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI –DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUTES. 5. DESIGNED PRESSURE RATING SEE TABLES PAGE 1. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE DOOR CONFIGURATION. RESIDENTIAL INSULATED STEEL, DOOR (Common to all frame conditions) Door Panel & Sidelite Construction: Face sheets: 24 GA.(0.021")minimum thickness, Galvanized steel A -525 commerciaL quality – AKDQ per ASH,/ 620 with yield strength y(min.) 26,240 psi Core design: Polyurethane foam core, with 1.7 pcf lbs. density by BASF. Doof Panel Construction: flush or embossed type, The penmeter stiles are a roll formed steel edge from .028" thk. galvanized steel. The vertical edges of the face sheet are crimped to form o mechanical lock with the hinge and latch steel edge stiles. The top and bottom edges of the face sheets are bent 90' over the steel edge top and bottom. Sidelits Panel C nstruction1 The vertical edges of the skin are flush and glued to the top and bottom finger Jointed pine stiles. The horizontal edges of the panel skin are roll roll formed over the finger jointed side stiles to form a mechanical lock. Panels are sandwich glazed using a two piece plastic lite frame with mitered & welded corners. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL. NOTES & TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 ANCHORING LAYOUTS & DETAILS 6 ANCHORING LAYOUTS, DOOR MODELS & GLAZING DETAILS 7 UNIT COMPONENTS 141.0" MAX. OVERALL WIDTH 36.75" MAX. ANEL WIDT L 31.75" MAX. yy /AsTRAGy PANEL WIDTH 1 1 1 El El e 35.75" MAX. PANEL, WIDTH El El v v 4= v v V v v 'Ca a DOUBLE DOOR W /SIDELITES11 ELEVATION 74.0" MAX. �— OVERALL WIDTH —I ®® ®1® v v v a a • Q v o to 33.438" FRAME 1 OXXO 1 37.5" MAX. OVERALL WIDTH r ®l® e A v c-r v X SINGLE DOOR ELEVATION f --- 104.5" MAX. OVERALL WIDTH --� — v v XX DOUBLE 000R ELEVATION DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED SINGLE +70.0 PSF —75.0 PSF SINGLE W /SIDEUTES +50.0 PSF —50.0 PSF DOUBLE +50.0 —44.0 PSF W /IMPERIAL AST. 1 +55.0 —60.0 PSF W /WINDJAMBER II AST. DOUBLE W /SIDEUTES +50.0 —44.0 PSF W /IMPERIAL AST. +50.0 —50.0 PSF W/WINDJAMBER II AST. 0X0 SINGLE DOOR W /SIDEUTES ELEVATION 0 0. a WA w CC I C W PIN Ra 2 N tt0o ,wJ ygua OCn m 0 ALL DOOR MODELS ARE VIEWED P'ODUCT R.EN$wwD FROM THE INTERIOR SIDE (OUTSWING DOORS) ACCRPTWCEN; 01- 0%2g'0 1'kxnostOATC tAJp ✓rMSF4t 1 74ot BY_J56 PR BU+.S)RtO. APPROVED AS COMPLYING WITH THE SOUTH F 'LQA BUILDING CODE DAT MA r if 11 BY ✓ / PRODU T s ITROLDMSION 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE F40.01 -4)/29, z BUILDING CONSULTANTS, INC, 81.3.684.3831 GATE 12/26/00 SGALE N.T.S. DWG. HY: TJH tot. m: RW DRAWING NO.: 43967 SHEET 1 OF 7 - 4 a WW1 4/ parr A •• •.• • 0 • 0 1.75' MIN. PANEL THK. INTERIOR D o °' • 0_ °• o,. o, ° • o .•. o'. • 0 • • 0 • . • . •. o. o • • • O .0 •o•. 0 • •;c •• P. •.ia V 4 .EXLERI.4R } 0 2 1 VERTICAL CROSS SECTION DOOR PANFI, 1.75' MIN. PANEL THK. 12' 0.C. SEE GLAZING DETAILS SEE NOTE FOR SPACING • O in -1 CO INTERIOR LIKVair 4.7 0 VERTICAL CROSS SECTION MELEE NOTE: SPACING FOR ITEM #32; TOP & BOTTOM IN FROM CORNERS & (1) IN THE CENTER. SID 3 1/4 ", 13 3/4 ", 26 1/2', 39 3/8 ", 52' & N I0 ITEM DESCRIPTION MATERIAL 1 DOOR SKIN (.021" MIN. STEEL) STEEL 2 STEEL EDGE CAP, HINGE STILE (.028" THK.) STEEL 3 STEEL EDGE CAP, LATCH STILE (.028" THK.) STEEL EDGE CAP, TOP (.028" THK.) STEEL STEEL 5 STEEL EDGE CAP, BOTTOM (.028' THK.) STEEL 6 WOOD LOCK BLOCK. DOOR PANEL 4' x 12' X 1.75' W000 7 HINGES 4" X 4' X .088 WT. (STANLEY) SIttL 8 9 10 #10 x 1/2' SHEET METAL SCREW MAGNETIC S TRIP TIC WEATHFFRSTRIPP(HOLMS)LEGAL ODS 650) SIDEIJTE TOP & BOTTOM RAIL (PONDEROSA PINE) STEEL FOAM PINE 11 SIDELITE BLANK JAMB (PONDEROSA PINE) PINE 12 HEAD JAMB (PONDEROSA PINE) PINE 13 HINGE JAMB (PONDEROSA PINE) PINE 14 LATCH JAMB (PONDEROSA PINE) PINE 15 POLYURETHANE FOAM(( CORE )(BAS TYPE A INFINITY: RESIN 4F) (P1001), TYPE 8. RETRO: ESIN(P112430R), ISOCYANA'E ((P1036 R ). 16 (i8 x 2 1/2' PFH WS STEEL 17 1/4' SHIM MATERIAL 18 19 20 LITE FRAME (00L Spartech Polycom PP5530 C13) UTE FRAME (Trinity GE ASA Polycorbonate). (SEE GLAZING DETAILS SHEET 6 OF 7 GLAZING COMPOUNDS — SIUCONE CAULXGE WINDOW DOOR NOVAGUARD) — LATEX SEALANT UUU l0 NAIL GLASS 1(2° BY ODL SEE GLAZING DETAIL) GLASS (1 BY ODL SEE GLAZING DETAIL) POLYPROP. ASA LATEX NE 21 KWIKSET TITAN 700 SERIES DEADBOLT 22 KWIKSET TITAN 700 SERIES KNOB 23 #10 x 2' PFH WOOD SCREW STEEL 24 25 #8 x 2" PFH W000 SCREW MASONRY STEEL 26 GLAZING TAPE VENTURE TAPED W. x .037- THK.) GLAZING 'ZIN CO 1 � SILICONE NAL CAULK(NOV ) CONCRETE LLFppO77AEEM�� SILICONE 27 28 9x 1.00 F.H. WD SCREWS x 2" PANH WD SCREWS STFFI STEEL 29 BUMP THRESHOLD ALUMINUM 30 3/16' TAPCON (I1W) OR 3/16' (ELCO) 2 1/2" LG. STEEL 31 3/16' TAPCON (OW) OR 3/16' (ELCO) 2 1/4' LG. STEEL 32 #8 -1 1/4' TEK SCREW (UTE FRAME SCREW) STEEL 33 GLAZING STOP QUARTER ROUND (1/2' x 1/2") PINE 34 BRAD TRIM NM. 2' LG. Sit EL 35 2X BUCK WOOD 36 OPTIONAL EXTRUDED ALUMINUM ASTRAGAL (IMPERIAL) ALUM. 37 1.68'X1.22' BLANK STILE (PONDEROSA PINE) PINE 38 ASTRAGAL EXTRUDED ALUM. (WR68S MNQLU/S9? 0 ) ALUM. 39 COMPRESSION WEATHERSTRIP (HOLMS, SEE NOTE 3 SHT. 3) FOAM 1 01 to c4 0 6 0 M ft I O W Z (NI 0 w 0 o m PRODUCT RENEWED ACCEr•ANCEN0. 0l-(2b'•OS� EJOIRA 1 NDATE NGV1I20CI, (1) 3 1 /2)'Iv )S °� ES; (6) SCREWS' opUcrCOm'Rbt.OrnstoN 62 5/8 ". fiLRLDING CODECOMYL1•t:CE oWICH APPROVED AS COMPLYING WITH THE SOUTH UAW BUILDING CODE ATE I } phi BY PROD J CONTROL DIVISION 8U ,DING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01- ° N 4 4 _2 0 z z tr v14/BUILD/NO CONSULTANTS. INC 813.684.3831 OVE:12/26/00 Scum N.T.S. 0wa. Br: TJH cn.er RW DRAWING W: 43967 stair 2 or 7 SPACING SEE NOTE 11 STRIKE PLATE TTACHMENT INACTIVE ACTIVE 1 HORIZONTAL CROSS ECTION 3 .25" MAX. SHIM L'T r IXIEHIQB prA it, ,i7.i.- iii F V .,.,,,..„,„,,,,„. alik 1.15" MIN. EMB. I 0 .15' MIN. C -SINK c) 3 2 }HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP, SPACING SEE NOTE 12 INACTIVE STRIKE PLATE ATTACHMENT EXTERIOR ACTIVE • EL C) 3 1 OPTIONAL HORIZONTAL CROSS SECTION AT ASTRAGAL. TYP. (W /ITEM 136 IMPERL4L) NOTES: 1. SPACING FOR ITEM 128 ON THE WR68S ASTRAGAL IS AS FOLLOWS: TOP DOWN & BOTTOM UP; 1', 3 °, 5', 26 ", & (1) 4' UP FROM THE STRIKE. 2. SPACING FOR ITEM 128 ON THE IMPERIAL PRODUCT AEf' I ASTRAGAL IS AS FOLLOWS: TOP DOWN & BOTTOM UP; 1 ", 2 1/2 ", 4 ", 5 1/2 ". 13`, ATAVCEi�i 18" & 26`. PATION13A7t A70% 3. WHEN USING HOLMES MAGNETIC TYPE WEATHERSTRIP ON THE FRAME USE ITEM #3%,„ patYl1�lsroN HOLMES COMPRESSION TYPE WEATHERSTRIP, as ON THE HINGE JAMB. SEE NOTE 3 SHT. 3 .15' MIN. C -SINK 25" MAX. SHIM 1.15' MIN. EMB. 0 3 3 HORIZONTAL CRO S SECTION AT HINGE JAMB TO BUCK. TYP, BliiDi':G CODE COSO'Lii:CEUPPt E 1 0 w Npy cc Otn C U z 0 0 BUILDING CONSULTANTS. INC. 813.884.3831 APPROVED gAS COMPLYING WITH THE DA EH !'IAT � B�N1UU1 BY PRODU 4TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.es/ —O / G 4. 2 DATE: 12/26/00 WALE: N.T.S. Dwc. Br: TJH cHK. Br. RW DRAWDIG NO.: 43967 SHEET 3 OF 7 SEE NOTE SI-IT. 2 FOR SPACING 12" O.C. SEE NOTE 3 SHT. 3 In d •a 4 8 1 2" FROM TOP DOWN de (7) AT 9" O.C. C) 4 1 HORIZONTAL CROSS SECTION SIDELLTE TO HINGE JAMB SEE NOTE THIS SHT. SEE NOTE SHT. 2 FOR SPACING EXTERIOR INTERIOR 12" O.C. NOTE: THE SIDELITE IS FASTENED INTO THE JAMB WITH ITEM 124 (18 x 2° PH. FH SCREW) SPACED AS FOLLOWS: 6" DOWN FROM TOP AND 6" UP FROM BOTTOM WITH (2) MORE EVENLY SPACED, A TOTAL OF (4) SCREWS. SEE NOTE SHT. 2 FOR SPACING ]C 12" O.C. g g Ind a SEE NOTE THIS SHT. 1 15" MIN. EMB. L.15" C -SINK 25" MAX. SHIM 2 HORIZONTAL CROSS SECTION 4 SIDELITE TO BUCK 8 1/2" FROM TOP DOWN It (7) AT 9" O.C. CHORIZONTAL CROSS SECTION SIDELITE TO LATCH JAMS puo:ticfoREI, t WBD pp(xAnav DATE N V PRODUCT �C£OPPI CH 1tLDP•<O CODE W 0. 4 2 1 0 APPROVED AJ..i;k4';ylN(i 1d .n THE SOUTH F I BUILOIN • .. DATE PM 0 !r! 1 BY PRODU^ C. TROL DIVISION a Butt Dm, CODE COMPLIANCE OFFICE ACCEPTANCE NO. a/ O: 24 2! v WBUM1mNO CONSULTANTS. INC. 813.884.3831 x:12/26/00 SCMZ N.T.S. DWC. RY TJH CHIC BY: RW MIMING NC.: 43967 SHEET 4 CF 7 SEE DETAIL "C" & NOTE SEE DETAIL "D" p 3 ": 3" 3» 16 TYP. " TYP. — co 16 -- TYP. Tri — DETAIL "G" SEE DETAIL "H" & NOTE 3f _ TYP. 'L D DETAIL "C" ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. -- 6" 7T. 6 »-1 to to "T SEE DETAIL "G" OETSIL (d' ATTACH WR68S ASTRAGAL THROW BOLT STRIKE PLATE WWI THRESHOLD AS SHOWN. NOTE: ANCHORING 0 ASTRAGAL STRIKE PLATE SCREWS DETAIL "H" AT THE HEADFR & THRESHOLR ATTACH IMPERIAL ASTRAGAL THROW BOLT MUST BE USED TO ACHIEVE STRIKE PLATE LO THRESHOLD AS SHOWN FULL ANCHORING LOAD. T Ac�:•rptJCBNs ....::: UATL NOJ 1.,.. sAi -- DA t'.iYA Ta.::.fiL 16 D DETAIL "C" ATTACH IMPERIAL ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. -1 -' 6" 6" --i t-- DETAIL "0" HINGE DETAIL LfI:K DOOR PANELS NOT SHOWN FOR 'Y - CLARITY OF ANCHORING LAYOUTS „ .` 1 0 z z O to APPROVED AS COMPLYING' WITH THE SOUTH FLIIABU�ILDIN CODE BY 4.11.-41.111,17. j !777 1 PROM T • ROL DIVISION • BULDIt CODE COMPLIANCE OFFICE ACCEPTANCENO.at- otzq.z t BUILDING CONSULTANTS. INC. 813.684.3831 OAtE: 12/26/00 Sum N.T.S. DwG. aY: TJH CHK. EN: RW DRAWING NO.: - 43967 SHEET 5 Cr 7 SEE DETAIL-0" SHT- 5 I6" 8 3 "— _ 16 TYP. _ _'_ _ ' 3 "" _ 1 ,(i , 16 TYP. SEE DETAIL ii' & NOTE SHT. 16 311 TYP. — 5 - r 8 TYP. -SEE "G" SHT. r _Q © ^ 16 7YP. DETAIL 5 TYP. - _ 16 TYP. In _ ro — p , — 16 TYP- _ _ I ©d env. 1 _ TYP. 3® TYP. 0 _ 6• 6"" h'-� —�{ 3"::A6:13; k:r 6" 6" 35.75" MAX. PANEL WIDTH •ww • 0 0 • • El Ell ,,[01 tO EMI OPAQUE DOOR MODELS DOOR PANELS NOT SHOWN FOR CLARITY OF ANCHORING LAYOUTS .5' GLASS BITE DSO-16 GLAZING SEALANT BY ODL .125" TEMPERED GLASS OPTIONAL INTERNAL GRILL OR DECORATIVE LATE SEE DETAIL C" & NOTE SHT. 5 SEE DETAIL D" SHT. 5 cn to OS0 -16 GLAZING SEALANT BY OOL 125' .TEMPERED SEE NOTE SHT. 2 FOR SPACING .25" AIR SPACE .125" TEMPERED GLASS 1/2" GI A7ING GFTNI SEE NOTE SHT. 2 FOR SPACING GLASS OPTIONAL INTERNAL GRILL OR DECORATNE UTE .75" AIR SPACE .125" TEMPERED GLASS 1" GLASS GLAZING DETAIL NOTE: GLASS LITE FRAME SURROUNDS ODL Spartech Palycom PP5530 C1.3 Trinity GE ASA Polycarbonate i ROM CI Kw%a,w fib gfa5 0 ow7, o'o41 x3 Vag z ACCEPT'INCEN. / —O9? ff (2S- LXPIkA'1ON DATE NOV 1,1-66 C. By 5L..1 I,LL4,�... P1iv°OCT C ).TahL fNv7SIO): IiUU)$G CODE COMI^..1it\CE C ?a1Cr. APPROVED AS COMPLYING WITH THE sSOOUTH T BUILDING NG CO BY d 71772 PRO OL DIVISION BUILDING COOE COMPUANCE OFFICE ACCEPTANCE NO.OT- Orz9.2 TAMS. INC. 813.684.3831 ME 12 /26/00 SCALE: N.T.S. OWC BY TJH out er: RW DB U C NO.: 4.3967 SHUT 6 or 7 " " _ 16 TYP. _ _'_ _ 16 TYP. 31 TYP. 1 ,(i , 16 TYP. SEE DETAIL ii' & NOTE SHT. 16 311 TYP. — 5 6" - 3' • 3 6' SEE DETAIL D" SHT. 5 cn to OS0 -16 GLAZING SEALANT BY OOL 125' .TEMPERED SEE NOTE SHT. 2 FOR SPACING .25" AIR SPACE .125" TEMPERED GLASS 1/2" GI A7ING GFTNI SEE NOTE SHT. 2 FOR SPACING GLASS OPTIONAL INTERNAL GRILL OR DECORATNE UTE .75" AIR SPACE .125" TEMPERED GLASS 1" GLASS GLAZING DETAIL NOTE: GLASS LITE FRAME SURROUNDS ODL Spartech Palycom PP5530 C1.3 Trinity GE ASA Polycarbonate i ROM CI Kw%a,w fib gfa5 0 ow7, o'o41 x3 Vag z ACCEPT'INCEN. / —O9? ff (2S- LXPIkA'1ON DATE NOV 1,1-66 C. By 5L..1 I,LL4,�... P1iv°OCT C ).TahL fNv7SIO): IiUU)$G CODE COMI^..1it\CE C ?a1Cr. APPROVED AS COMPLYING WITH THE sSOOUTH T BUILDING NG CO BY d 71772 PRO OL DIVISION BUILDING COOE COMPUANCE OFFICE ACCEPTANCE NO.OT- Orz9.2 TAMS. INC. 813.684.3831 ME 12 /26/00 SCALE: N.T.S. OWC BY TJH out er: RW DB U C NO.: 4.3967 SHUT 6 or 7 �1.71'� STANLEY, STANLEY DOOR SYSTEMS 7300 REAMES ROAD CHARLOTTE, NC 28216 PH. (704) 921 -3470 1.68" 1-1.566" —'{ n 1.71" 1--1.107"--I L_ 0 o o, N N L ca Lrl �- � N L I-1.198- SIDELITE TOP & BOTTOM WOOD STYLE •088' 4 x 4 DOOR HINGE DOOR PANEL STEEL EDGE CAP TOP, BOTTOM & SIDE .028" THK. STEEL W00D SIDELITE SIDE STYLE �� L /.,, --1 1.0' r•- ASTRAGAL HAS 1.435" / 7, o•y,� BOLTS 8 / BOTTOM do (2) 17 3/4" L BOLTS ® TOP iv �// / = :.; �f ' b / ` , 1_ ' `t v PRODUCT: STANLEY OUTSWING OPAQUE y z ° 0 N _/ ASTRAGAL (IMPERIAL) I- 4.625° 1 � % j DIM. A° / ./ N O .075" WALL ALUM, OUTSWING BUMP FACE �I I W /(3) 12" BOLTS 4"625 .,ALUMINUM THRESHOLD .045" WALL THK, 5" GLASS A .58" 1' GLASS = 1.08' ODL Sportech Polycom PP5530 C13 Trinity GE ASA Polycarbonate Lite Frame I-- 1.767' --I ASTRAGAL it7NQL4�/9ER 17 j —{ I (WR68S) T -6063 EXTRUDED ALUMINUM .628" t•- 2.5' —"I 2.5" n 0 0 0 © © 0 c 0 °c 1 1 z tn r ' t I 1 4 t In tai i N SCHLEGEL .525" 0 -LON 140° ODS65Q t -'i .508" i�- HOLMES MAGNETIC WEATHERSTRIP p z ASTRAGAL HEADER STRIKE PLATF PLATE ASTRAGAL THRESHOLD STRIKE WR68S .50" ALUM, WRNS .066" STEED . in .p RENAWRD Riigatmano CONSULTANTS. 813.884.3831 INC. 4.5625" N T— / ^ PB DATE: 12/26/00 C/DUCT 61'" No„€,. rtGrrZOO� APPROVED AS COMPLYING WI;H THE rift, (1, SGU.E: N.T.S. AOCEPTANCENa %—j Kl / 1 f i EXFttA'noNDal MG. BP TJH aac or: RW }I 1SL�.., I- L�.4 „d� ay v %i�� WOOD FRAMF -I .475' URA*ING NO, 43967 HOLMES COMPRESSION WEATHERSTRIP 1 Row,. co ITUbt. pWY1StON j CODE OOMPLA+:CEO1F1Ct: PRO T >NTROL DIVISION , BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 6f” Of Q. 21 7 a' 7 1 sitar EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33165 Telephone: (305) 740 -5185 CO »IG-r-sTE ,>:A►v1 OAM 73M 1 (?)( IZ DL- zo ?3 G�cz.A 6£ LL - 30 )7.s'F Project: rf rJJIU UEe Sheet #: 1 Date: 0'f 72410`f sp _ ' C 2 sPA� Cora r 'T� 13 v TA � `� ' �13E A \/\1.1:4_ ZO �5) -f- l 0 o = 2.00 I jAr v\JLL = 3o(5-)._ /60 /10/,r V\io J 2°0(1,4) + t50(I,7) = �3 I - v' y 42185/ ae? —f r yl��BSI fc.= 3 �� o,©o15z A s ,00i (9 )(8)= O,l0,12. 1nla Crt.4 � !Mo� r_51 4F) USE Z*5 S 13 A/ *3 e.5" Vo= 4,5 (535")_-- 24-0E5 15 v = 2 (0 (`t is) = d 3 2G 16.c 1■1 0 5-ri g.w ps P --ecoo (gk vs G).G. *A( EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33165 Telephone: (305) 740 -5185 C►�X a ) 'L'g-I SQ Air 5=G" tL =20PF DL = 2.o 110 11,/r �L = 30 (s, S) - Ins j/rr -r( (55-km 14 b. orlF1 \JALi, Loo (1/Fr (-3`4°lL /r 3Q O I b /fir Project: FA v'O 6ure - Sheet #: i. c� Date: o`f(Z'if O 1 .517A14--= v\l_ L21-: 1 07(7-3) Z 23,1 K--Fr Es 6 1,5" 0,00.527C As tr. , oo sz1s (1 3(:, jNZ USE 347 "5orT' -ror U°_QI— 2 1713K- vL Z ( It)(ZI,5) 2.8,5K> Vo (1,5-1 - "' •-+rt:o1 1) use. k3 C. logs 0.a. 3o 11/rr H(1(04- 4- loo-t -st-to +-300 4-30) + 1,7 (t9st- 5) 1E,7o f 7 /ter or) 'I?.INGTStbe .1D L LL 14,,A EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33165 Telephone: (305) 740 -5185 E vv( 'g Ivi 3 ( g x Zo) �L =z -p_cF 3o 17s• - rrzirs(irn? -' 9 i s P = 17, 41.i (sItv1 PLE /3 FA-61 WD L = COO) +- I7 = 3L-t7 \N1LL 30(9)= 270'frr \No= (3L4-7) -}- I,'7 (.7o)--= c - f;,/pr . 35-76cf lb —Fr = 0,003:574 As .003374( ) 0-7,51 0,*7 NIL VS E Z. 4 Co T 4, 'BoTT' \Jo Q7,35 17_25::\ (cits-).= 6,Esio. z I`Z (1 -1t) 3UO° = I 33G, D.S E- Lf .*3 tp.. 1;rvi gEe.evrg-rte MikJo, 17-4►N' use 2 +5- T,'4 8. # 3 !z" Y(�S of Project: FAN I7 0 — vEeiZA Sheet #: 3 Date: 0 e f/ Z-1/ G+ f Sf'A 1\)) FoQssl ll Arlv'`J 'E AS'r VJA LL e K L5Tt 1 C v\J A L L N F vJ Oo 1 N v\) \I A L L ZNb FL (Ex isr') g 1%T EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, F133165 Telephone: (305) 740 -5185 Project: iA "SHNr O L'E Sheet #: Date: G4 0 4 ( 2 - q 1 0 F L_o (D t-+ C. 9 CT P-I 5(..TAe -y � � s l 53 X ?, s' = 113 5S x11,33 = C z3 I b / /T' WA LL 1 w)\LL NEIGH'T W EIa+t7 Tk.i SuTA.c. 3113' %t �NJEv.I� 0 (4- .pL +LL �� -xss- 23 X (o 7" -I gur'A�•' °'3 X t7U = LL.= Psf AL- 20 Fa•r .5 Pi- Q 4t-5e. I S" 0,6 DP-ILL-4, SET IrJ ' I ( (9`r MAN, 5M1362>M5NT) 3 k5 C ow- V s E 28v Wipe .o o't-Ice etc, Ii/pr 77° I1/FT I3So 4 r .5 2c) IL /Fr fit s..3 ," � 12i1 L o r Aso 'FI2otvl LE rr x31(0(6) +3 to (IL) `%,331i 31Z4. - Foo -n O, K. 3t72( f5-6f I1.355 psF 2,55 eve ,404/04 EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33165 Telephone: (305) 740 -5185 Project: %f1, p70 60 E g g-At Sheet #: W Ecr WALL Date: 01// Z`f /c 6A- w15- A5 A s r v�lf4 t- L • V =.31Io 1,1/ter USA 2�{ x IZ \J / 34P S' coNr, • P)®•nr\iG = 3,1 Io 4- 30° _ 17os Z000 01 K z oU1'!-1 N0-Tt1 \Nu\LG-s US I.Z wig #-s" coNi l . Foo1 1 hl G 4 C_.01—um �3FAM 1✓1-'Z 12-5perto'1 (she PA4 2� ( 2( Ho +1c.6-+foo +Jr44O- I- 3oot30.��s).- /6'480 Ids COLUMN (iz:) (12' TALL) = 18,00 (bs 17- 1600+ (S4&0= I7aso (bs — I 7 ?.6 o -�- 2.0 00 — (SO — 300 'T. t F I LL USA. 3,s' x 3,s' A I,sl \NJI 5 EA, wool o11 11, r5 Frz it'z#0" dt/e414 EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33165 Telephone: (305) 740 -5185 CI -+ccK '0o1INco Tog-- UL( FT AT CoLow∎ 2.5" C? = --0,7 5. �c.,r` o�) Cr = O. 8 (?su.,.. uN.are.) .C9 IX- - 3(07 /j, > 3(9.00t Project: N•.Pi d Cm 05Z Sheet #: Date: G`f/ Z`f / Gy 17e LO A p MASoNpl GOLvMN c IC" x IZ" q') Isolk $M -3 " x e" X 14.e } Z417 II �= 39,43 (• € s) Co, s -I- 0,7) 17:__ 5-0,3 -Fs ( upt.ifr) v5C �U f5F NET UPLIFT Co LOM N i g-03o-rH -iz-y = LU x c = 9 o FT2 U LI."r 0?„c.E. ► Lv (. 1G) = 3000 113 C.oNr. aN P6MT 5% °e' k. UsS. A `-iZ") -"x (& x.11 5. r T, t 5. det/i*/;4. L_oAvs exrtT- 'Roof ' , 5)( 6570 I `l3 eic, 16AT v AL= 11,33�C5S�'�3 LoAps (N a "4) 1 )wAN ■ a KoF XErg 170 'P ALL4Z3XL©° 13 .60 2t4D: = 12.X150 = ! 3110I/pr 'D Ls L0 Si 4 zo 4 fit-y" Vt M 1 A WI !DADE JOIN r N r� " 6f b � E R I ;y, 2004 PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT industries 107(} Technology Drive Nokomis ,FL 34275 OUP TTY. FLORIDA LAGLER BUILDING • BUILDtNC: ODE COMPLIANCE OFFICE METRO- I)AD1: I'E.AGIJ R BUILDING 140 WEST F AGLER STREET. St IrrE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -22903 coN rR..1c-rou LICENSING sE:crnoN (305) 375-2527 FAX ( 1o5) 375-255X co. \'ram:Tou ENFORC'E:ME:N r I)ZVISI(3\ (305) 375 -2966 FAX t305) 375 -290s 'ROnr•C: r c:OX ROI. MVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series "SH -4000" Aluminum Single Hung Window v' under Chapter 8 of the Code-of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely dr scribcd'herein, has been recommended 1hr acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any tittle from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, I3CCO May revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this, product or material. fails to meet the requirements of the South Florida Building Code. The expense of sucli testing will b(: incurred by the manufacturer. ACCEPTANCE NO.: 01- 0516.10 EXPIRES: 09/30/2006 V Raul Rodriguez . Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND ITI ON'S BUILDING CODE & PRODUCT .REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set . forth above. APPROVED: 09/30/2001 3/7,VO4- Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1.1s09S0001lpc200011templates \notice acceptance cover page.dot Internet mail address: pastmasterfa ?buildingcadecnline -com ef Ilamcpage: htip :J /www_buildingentlean1ine_rom PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED September 30, 2001 EXPIRES September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of' this Notice of Acceptance, designed to comply with the South. Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION • 2.1 The Series "S11- 4000" Aluminum Single hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on 08- 31- 2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system.' 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 61 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by.the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 7 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED September 30, 2001 EXPI RES September 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance,(approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years: 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation ofthis product and the product is not in compliance with the code changes; , b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination ofthis Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice or Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not,reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 1 3 Lie MAX. WIDTH 53.125' MAX. FIXED LITE DA "LIG "T OPENING 49.125" 5" MAX. lit 5 n Cd !Y tr! 10° = MAX. U MAX. HEIGHT 76.000" MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL 37 5/8' MAX. FIXED LITE DAYLIGHT OPENING 34.500" CENTERLINE OF MEETING RAIL MAX. VENT DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 48. 25" NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 8 FOR SECTION DETAILS 3/16" GLASS Robert I 15 (I. C)1 Clark, P.E. PE 039712 Structural cOMPARATIV5 ANALYSIS FOR: GLASS: 3116 TEMPERED !<TL. 2959 Window Width Window Height Window Height 26.000 (4) 36.375 (4) - 50.825 (4) 63.000 (6) 76.000 (6) nea Aas , nag Poe nes pea rtes pas trey 1 pos 19.523 (2) - 135.00 55.57 - 135.00 56.57 - 131.60 56.67 -94.65 56.67 -73.01 1 56.87 24.000 (2) - 135.00 56.67 - 135.00 56.67 - 12429 56.67 44.55 56.117 -63.64 I 56.67 ■28.500 (2) - 135.00 55.67 435.00 56.67 - 123.95 58.67 -32.11 56.67 -60.55 Sd.d7 32.000 (3) - 135.00 56.67 435.00 56.67 - 123.95 56.67 -80.04 56.67 -66,41 36.41 37.000 (3) - 135.00 56.67 - 135.00 56.67 - 115.74 56.67 -80.04 56.67 -55.04 ; 55.04 40.000 44.000 (35 - 135.00 56.67 - 12225 56.67 .101.04 36.67 se.ei .60.04 .60.04 56.67 56.67--' -55.00 -55.00 - 1 55.00 55.00 (3) - 135.00 56.67 -10803 i 56.67 - 59.89 46.000 (3) -132.20 56.67 -96.78 1 36.67 -73.72 56.67 -7021 56.87 -55.00 55.00 53.125 (4) 117.70 56.67 -35.39 ! 56.67 .69.62 1 56.67 .60.66 58.87 .55.00 55.00 ))) COMPARATIVE ArUt-,}_'j5 $ f0Rt GLASS: 3,16 ANNEALED fTL. 2960 Window Width Window Height 25.000 (4) 311.375 (4) 50.625 (4) 63.000 (6) 76.000 (6) nag pos neg nog Pw pea nog pos 19.123 (2) - 120.00 56.67 .120.00 - 120.00 56.67 56.67 lia 1110EMI 56,67 -82.11 56.67 - 73.01 NUM -60.55 56.67 56.67 55.04 " 24.000 (2) •120.00 56.67 - 120.00 56.67 - 120.00 56.67 26.600 (2) - 120.00 56.67 -120.00 56.67 - 120.00 56.67 32.000 (3) - 120.00 56.67 - 120.00 16.67 - 101.70 58.67 -50.04 55.67 -55.41 51.20 37.000 (3) - 120.00 56.67 - 130.00 56.67 -66.40 56.67 -70.90 56.67 -55.04 50.03 40.000 (3) - 120.00 - 116.60 56.67 - 80.90 56.67 .65.50 IEXEM -55,00 50,00 44.000 (3) - 120.00 - 140.03 , 56.67 -73.10 -59.20 -52.30 50.00 44.000 (3) - 120.00 -94.78 56.57 .64.60 Eill -53.90 El -46.00 46.00 53.125 (4) - 117.70 56.67 -15.39 55.67 -59.50 56.67 -47.90 47.90 -43.10 43.10 COMPARATIVE ANALYSIS NOTES: 1.) Numbers in I) parentheses are quantity of anchortper side. 2.) Nasally* Design toads based en Comparative Analysis and Glass Table ASTM 51300. 3.) Positive Design Loads !used on Comparative Analysis and Water Test Pressure. 4.) Numbers art for 610 screws or 3116- Tapcons. (512 screws may ha used Instead of 1117s) S.) Anchors 5.00` max from each corner and 5.00- max. on either side re meeting rail. Mart. anchor spacing a116- at iambs and 20' at head and sift. 3/16 GLAZING DETAIL .375 MIN. GLASS BITE APPROVED AS COs t tYlikt SMT?i THE 30ttTIt F4OR1Wt BtALDI•G CODE opt. 56 P1FKVre;0, 2 e) ELY I4 1 S .C1-, Rt1c14 PRODUCT COlifk0L DIVISION BUILDING CO0t: dOMPLIANCE OFFICE ACCEPTANCE NO_ °1 -05 lb' 1C-' FAT INDUSTRIES Revsd By :Dote: F.K. 18/31/1 REDRAWN Oroxn Br F.K. ante:- 4/18/01 FLANGED W/ 3/76T OR 3/16A GLASS rate: ALUMINUM SINGLE HUNG' WINDOW (TG -A) 1070 TECHNOLOGY DRIVE P.O. eox 1529 tlOKOI.!1S, FL 34275 NOKOL);S, FL 34274 Series /uaoet: SH -4000 Scale: NTS Sheet: 1 o18 Orcwing Nu. 2736 Haw Ai — MAX. FIXED LITE MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT MAX. VENT DAYLIGHT OPENING VERTICAL SECTION MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, lvfAXIIvIUM. SIZE A) FTL -2959, 3/16" TEMPERED, - 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Rouen L Chrk PE PE °39712 Su-uctural 2.000" APPROVE0 AS COMPLYING WM THE SOUTH FL 01140A WILDING CODE DA?E 5€P3°71-001 fly 154. • 4.10„,t ■ PRODUCT CC*(TROU. DIVISION 8ti1LDs,fc cox tofwpuANCE OFFICE ACCEPTANCE NO G1 l °S A '(0 INDUSTRIES Revard . S Sy: te: F..Kf31/1 Revision: REDRAWN Onswn 8y: F.K. Dale: 4 /18/01 Description: SECTIONS FROM SHEET 1, 3/16 GLASS role: ALUMINUM SINGLE HUNG WINDOW ( MAX. WIDTH 53.125• -o-- MAX. FIXED UTE DAYLIGHT OPENING 49.125- -+-� W 2 VAX. 3 Cs a_. MAX. HEIGHT 76 DOD' 4 j ,--- CENTERUWE OF MEETING RAIL 1 MAIL FIXED LITE HEIGHT FROM o0TTOM OF MEETING RAtL 37 S/5' RXED UT£ DAYLIGHT OPENING 34.500' i 1 MAX- VEST DAYLIGHT OPENING 34.500' S.lAX. VENT O.YLX;HT OPEnNO 45.125' ---e- UAX. 115)Gr T 63.000" uAX. WIDTH 37.000' -+- ttAX. FIXED intE &Animaa OPENING 33.000" 1 FTL -296 1 NON - IMPACT WINDOWS 1.) TEST REPORT. GLAZING, MAXIMUM SIZE A) FTL -2961. 1/8" DOUBLE STRENGTH ANNEALED. 53.125 x 76.000 6) FTL -2963. 1/8" DOUBLE STRENGTH ANNEALED. 37.000 x 63.000 2.) SHUTTERS ARE REOUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MLAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS COMPARATIVE ANALYSIS FOR: GLASS: 058 ANN6ALE0 • FTL. 2981 Window Width Window Width Window Haight 26.000 (4) 31.375 {4) 50.625 (4) 63.900 (6) 76.000 (6) 'x2 Pas 1189 pos ++19 pos 1142 ? pas net 1 pros 19.125 (2) - 75.00 56.67 - 75.00 56.67 - 75.00 56.67 .56.78 56457 -43.81 43.81 24000 •(2) .75.00 56,67 -75.00 56.67 74.60 56.67 .50.91 50.91 •36.18 l 38.18 26.500 {2) 75.00 58.67 .75.00 56.67 -70.00 56.67 -49.27 49.27 - 38.33 36.33 32.000 {3) -75.00 56.57 -67.30 56.67 -37.40 56.67 -48.03 48.02 -33.94 33.154 37.000 (3) 75.00 75.00 56.67 56.67 •56.50 -52.50 56.50 52.50 -49.60 -45.30 49.60 45.30 - 43.70 -40.20 43.70 40.20 .33.02 - •33.00 33.02 33.00 40.000 (3) 44000 533 -75.00 66.87 -47.50 47.50 - 40.00 40.00 -38.70 36.70 .32.150 32.80 48.000 (3) -75.00 56.67 -45.10 45.50 .35.70 35.70 -33.70 33.70 -29.60 29.80 53.125 (4) .70.60 56.67 , -43.20 43.20 -30.90 30.90 -29.70 29.70 -27.60 27.60 COMPARATIVE ANALYS S fOR; GLASS: 059 ANNEALED FTL 2963 Window Width Window Height 26.000 (4) 38.375 (4) 50.625 {4) 63.000 (8) nag pas ntg pas Deg pos nog pas 19.123 (2) -75.00 56.67 -75.00 ' 56.67 -75.00 56.87 49.40 36.67 24.000 (2) .75.00 56.67 .75.00 56.67 73.00 55.67 -59.50 56.67 26.500 (2) .73.00 56.67 - 75.08 56.67 -70.00 56.67 _56.80 58.60 32.000 (3) - 75.00 56.67 -67.80 56.87 -57.40 56.67 -50.80 50.80 37.000 (3) .75.00 56.67 -56.50 58.50 -49.60 43.60 -43.70 . 43.70 COMPARATIVE ANALYSIS NOTES: 1.1 Numbers in f 1 aarentheses are auantiu'+ of anchors 5151* s1d 44, 2.3 Nagattva Design Loads based an Comparsttv4 Analysts and Glass Table AST4 61300. 3.) Posfttva Design toads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for *10 strews or 3116' Tapcons. (412 scnws may be used Insured of 410`e1 5.) Anchors L00" Haut. from each comer and SAO' max. on either side of matting rail. Max. Anchor spacing of 16' at jambs and 20 *1 head and slit. o j 1 1tAX. FIXED UTE HEIGHT FROM 90TTO1t OF ME£DNG Rm., 31 1 /5' MAX. FIX LITE DAYLIGIfT OPENING 2B.000' 1 CENTERLINE OF MEETING RR(L X 1 W. VENT DAYLX:HT OPENING 26.000• MAX. MT 0 t1GHr OPENWG 3t.375' 1 FTL-2963 1 (t4 Robert L.. CI rk, P.E. PE #39712 Structural 1/5' BUSS 1/8 GLAZING DETAIL .375 MIN. J GLASS BITE APPROVED AS t' OMPLYya0 WT i THE SOUTH FLORIDA atitowG axe EY I r�d� PROD)CT CO OL OiVIS ON i)UILGIHG cope dOMp 4 Q DFPICE AccsPrAKE 41 -6 S 16 • tc� F u ma tNOUSTR!ES NOKOL4 {S, FL 34275 N0 9ro.n by Revsd 8y: FK. Date: 8/31/1 Revisions. REDRAWIV F.K. Dote: 4/1 Description: FLANGED W/ 058 GLASS rule: ALUMINUM SINGLE HUNG WINDOW (TG -A Series/ Mode: Stak: I Sheet: c KOIdiS, FL 34274 SH-4000 NTS 3 of 1070 TECHNOLOGY DRNE P .O. 8()X I529 Drawing No. 2 736 Rev: A — MAX. FIXED LITE MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT MAX. VENT DAYLIGHT OPENING VERTICAL SECTION MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING Robert L. Clark. €'E. PE ;+34712 Structural MAX. WIDTH HORIZONTAL SECTION 2.000" NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) F TL -2961, 1/& "_ DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 8) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS APPROVED AS COMPLYING WITH 1}E SOUTH FLOR' BUILDtti � DATE 12001 BY I SL<t PRODUCT CONTROtOMSSON BUILDING COD dompuWC€ OFFICE - ACCE ACCEPTANCE No 4 I —' 5 I ID FAT INDUSTRIES RevsG By te: F.K. 8/31/1 Revisiot+s: REDRAWN DIUwrt 8y: F.K. Dote: 4f 18/01 Dcscriptioa: SECTIONS FROM SHEET 3, 1/8 GLASS irue: ALUMINUM SINGLE HUNG WINDOW (TG -A) Sheet: Browir No. KOIttS. FL 34274 4 018 1070 TECHNOLOGY DRWE P.O. BOX 1529 NOKOMIS. FL 34275 N0 Seats/Ltodd: Si-4000 Scole: NTS 2736 Rev. A MAX. wtOTH 53. i 25' SAX. f XEO UTE DAXU ;HT OPD42NC 49.125- 8 sA la- X WAX.. L 5- MAX. 41.1/4X. HECCHT 48.750' 1 MIX. FIXED UTE HEIGHT GROW BOTTOLI OF MEETING RM. 23 7/a' MAX. FfxED UTE OAYUp(i OPtNiNG 20.750" CENTERLINE OF mE£TING RAIL X 1 WAX_ VENT DAYUCHT OPENING 20.750- 1 +-- MAX. VENT OAYUCHT CPENV4G 48.000- MAX. WIDTH 37.000- }-+-- mo.X. FIXED :GTE GATUGiiT OPENING .33.000- -�-j FTL -29 62 NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED; 5.3.125 x 48.750 8.) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE REOLRRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN Wiwi-DADE COUNTY 4.) SEE S.'-IEET 6 OF 8 FOR SECTION DETAILS COMPARATIVE AN .L',,SIS FOR: GLASS; 558 ANNEALED FTL. 2962 i iindovr wrath Window tleight FTt.. 2964 26.000 (4) 38.375 (4) 48.730 (4) nee poi n•1l poll neq poll 1 5.125 (2) -75.00 56.57 -56.50 56.48 - 36.70 36.70 24.000 (2) -75.00 56.67 -56.48 56.48 -35.01 35.01 26.500 (2) -75.00 56.67 .56.48 56.46 .35.00 35.00 32.000 (3) -58.70 56.67 - 48.00 45.00 .35.00 35.00 37.000 (3) -63.70 56.67 -39.30 39.30 -35.00 35.00 40.000 (3) -62.50 56.57 44.90 3440 - 33.90 33.90 44.000 (3) .59.60 56.67 -30.20 30.20 -30.20 30.20 48.000 (3) -57 -60 56.67 -27.10 27.70 -26.70 26.70 53.125 (4) -55.80 55.80 .25.00 25.04 -22.60 ' 22.60 ;;OMPARATfVE ATNALYSt$ FOR GLASS: 558 ANNEALED FTt.. 2964 Window IN14th Window Height 26.000 (4) 38.375 (4) 50.625 (4) 63.000 (4) 70.000 (61 neg poll ne9 pas r*=9 I pos fey poi neg pos 15.125 (2) .73.00 56.67 -75.00 55.67 - 63.50 56.67 -46.70 46.70 -42.40 42.40 24.000 (2) .75.00 56.67 - 67.00 j 5647 •55.10 55.10 1 1 -44.40 44.40 -38.84 36.154 26.500 (2) -75.00 56.87 -60.70 1 56.67 -50.80 50.40 -41.90 41.90 -37.19 37.19 32-000 (3) -66.70 56.67 -48.00 48.00 -42.60 42.50 .35.70 35.70 - 32.50 32.50 37.000 (3) -60.25 56.67 -39.30 35.30 -36.40 36.40 -31.10 31.10 -25.10 20.10 COMPARATIVE ANALYSIS NOTES: 1.1 Numbers In (1 darenfheses are oMarrtlty of anchors per aide. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASYM E1300. 34 Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.j Numbers are for fry 0 screws or 3116` Tapcons. (812 screws may be used Instead of 910s) 5.) Anchors 5.00- max, from each corner and 5.0Cr max. on either side of meeting rail. Max anchor spacing *fie- at Jambs and 20" at head and sit:. LWAX. HEIGHT 70.000" W �I° WAX. L.. a Ce u 2 MAX. V WAX FIXED un HEIGHT FROM scrum Or MEETINL RAIL 34 1/2' MAX. FIXED LITE DATUM OPENING 31..375- 1 CENTERUN£ OF MEETING RAIL -- X 1 MAX. VENT OAYUCHT OPENING 31.375' i MAX vENT OAYUGHT OPENING 32.000° -- - FTL -2964 Robert L. Clark, P.E. PE #39712 Structural 3/32 GLAZING DL JAIL IFUr INDUSTRIES Brown 8y: F.K. Revsd By: F.K. Date: 8/31/1 Revis:ans: REDRAWN APFI2OVED�tS COMPLYING W1TIi THE SOUTH FLORIDA $MkLCON3 0OO DATE S ' 3a i 1 BY 141oal . ( IAA +4,1'1/4 - QOUCT COMM, D(tSJ0N BU�fl $G r.00E>':OMPLUAnCE OFRC( ACCEPTANCE NO at- -G516- to Date: 4/18/01 FLANGED W/ SSB GLASS True ALU INU4 SINGLE HUNG WINDOW - (7-G -A) Sheet: p 5 °f 8 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOt.415. ft 34275 NOKOMIS. rt. 34274 Sevier toilet SH -4000 Stott: NTS 2 736 Rev: A --- MAX. FIXED LITE -- -- MAX. DAYLIGHT OPENING 2.000" MAX. FIXED LITE DAYLIGHT OPENING MAX HEIGHT MAX. VENT DAYLIGHT OPENING MAX. DAYLIGHT OPENING VERTICAL SECTION Rob rt L. mark, P.E. PE #397!2 APPRUIEDAS COuPLYING WITH fiE 30UTH FLOM0+. WILDING GQQ TE Set 361 2401 #S7_ 15L.a� \ • >~t�,a�•- PGOOtJCT CONTROL DMSOt ilt.RWING LOoetOMPuu+CEoFRGf C%- G51b.0 INDUSTRIES MAX. WIDTH HORIZONTAL SECTION NON— IMPACT WINDOWS ! .) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 53.125 x 48.750 8) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000. 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Revsa 8y. • • te: F.K. 8/31 / 1 Revisions: REDRAWN Drown Dy: F.K. Date: 4/18/01 Descripi on: SECTIONS FROM SHEET 5, 3/32 GLASS rtk: ALUMINUM SINGLE HUNG WINDOW (TG —A) Sue0.10,aet Scale: Sheet: Dtowing Na. 1070 TECHNOLOGY DRIVE P.O. 90X 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 SH -4000 NTS 6 a8 2736 1 1.160 1.609 2.000 c .062 .500 2.129 1 1.369 HEAD EXTRUSION 1.462 1.139 .062 .062 1 2.000 1 1. -•-1.963 © JAMB EXTRUSIO, .062 SASH TOP RAIL EXTR USIO U REFERENCE TEST REPORTS: FTL-2959, FTL -2960, I-IL -2961 FTL-2962, FTL -2963, % IL-2964 SILL EXTRUSION .750 1.582 STAN DARD vEEIING RAIL .062 1 .817 -�--«– .925 SASH BOTTOM RAIL EXTRUSION Robert L Clark, P.E. PE #39712 Structural ITEM DESCRIPTION PGT VENDOR VENDOR II 1 FLANGED FRAME HEAD 62703 6063 — T6 FLANGED FRAME SILL 62704 6063 —T6 FLANGED FRAME JAMB 62705 6063 —T6 FIXED MEETING RAIL 6534521 6063 —T6 534521 6 SASH TOP RAIL 6534522 6063 —T6 534522 7 SASH BOTTOM RAIL 6534523 6063 —T6 534523 8 SASH SIDE RAIL 6534524 6063 — T6 534524 9 SASH STOP 66387 6063 — T6 AF— 6387 10 SASH CAM INSERT (L.H. & R.H.) 42800 PGT 11 18 x .750 QUAD PAN HEAD SMS 7834PA SPENCER OR = 12 WEATHERSTRIP, VINYL BULB W /LEAF 6TP249 TFAM PLASTICS TP -249 13 SWEEP LATCH 71096 MINIATURE DIE CASTING PGT.214.XX 14 18 x 625 PHILLIPS FLAT HEAD SMS 7858 SPENCER OR = 15 BALANCE CALDWELL 16 WEATHERSTRIP, .187 x .270 FIN 61062 TEAM PLASTICS FS 7826-187 17 WEATHERSTRIP, .187 x .200, FIN 67919 SCHLEGEL FS7919 -187 18 19 BALANCE TAKE —OUT CLIP 7121 UM CALDWELL SILICON GLAZING SEALANT 62899 DOW, GE OR EQUAL 20 21 SSB 3/32 ANNEALED GLASS DS8 i/? ANNEALED GLASS 22 SSB & 068 GLAZING BEAD 65200 FLORIDA SCREEN OR = 05 -200 23 3/15" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 65196 FLORIDA SCREEN OR = 05 -196 26 18 x 1.000 QUAD PAN HEAD SMS 781 PO SPENCER OR = 27 1" x 1.5" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY SASH SIDE RAIL EXTRUSION .562 .926 .050 1.187 FtT INDUSTRIES Drown B1- F.K. Revsd 8y: ,F.K. 'Date: 8/31/1 Revisions: REDRAWN ROWD AS CeilKYING WM mE 9UltH FLOWDA CtAUD(NG 1100E DAZE St' � ?.co I 8Y iSts•'\ i • l.t,�ud•, P ODUC7 CONTROL 0M00+4 {SAWING WOE dOMPU&) C€ OFFICE At littacE a 1- 0516.1x7 Dote: 4/18/01 PROFILES & PARTS LIST rtt�: ALUMINUM SINGLE' HUNG WINDOW (TG -A 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOXO 4 S, FL 34275 NOKOMIS, FL 34274 Series /Llodat: •SH— 4000 Scale: NTS Sheet: 7 et8 Drawing No. 2736 Ray. A TYPICAL HEAD CONFIGURATIONS i BUCK - WOOD :. f' BUCK [ .250 2 x WOOD BUCK .250 IIAX. NOTES: 1.) REFERENCE TEST REPORTS: FTL -2959, FTL- 2960, FTL -2961, F TL -2962, FTL -2963, FTL -2964 Robert L` Clack. P.E. 2.) ANCHORS ARE /10 SCREWS OR 3/16" TAPCONS. (112 SCREWS MAY BE USED INSTEAD) PE -39712 3.) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING RA ructural MAXIMUM ANCHOR .SPACING OF 16" AF JAMBS AND 20" AT HEAD AND SILL.. 4. 1 1.250 3/16" TAPCON 1.250 •--110 PANHEAD OR /72 PANHEAD 1 10 PANHEAD OR 112 PANHEAD .250 1 xtAx. 1 I 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS TYPICAL JAMB CONFIGURATIONS ---1 1.250 110 PANHEAD OR 112 PANHEAD --1 1.250 .250 ---1 MAX. 2 x WOOD BUCK APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA &RD�1C; Owe LATE S�Cf TEMe�Ex, 3a zed)/ BY {St4 ~-i {•C_1,4M� PRODUCT CONTROL. ThV ON SOLOING CODE dOMPUA1tCE OFFICE ACCEPTANCE NO 01— OS/6. /0 INDUSTRIES Rersd By :.Gate: F.K. 8/31/1 Revisians: REDRAWN Drown fry: F.K. Dote. 4/18/01 Orurict an! ANCHORAGE DETAILS 1070 TECHNOLOGY DRWE P NOKOMIS, FL 34275 NOK ALUMINUM SINGLE HUNG WINDOW (TG-A) Sheet: Drowing Na. I Rav: O tS,OFL 134234 8 of 8 2 731 , A Series /ma:tee: SH -4000 Seale: NTS FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING QWNER'S NAME JUAN J. GUERRA BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 518 NE 94TH ST. CITY MIAMI SHORES Policy Number Company NAIC Number STATE FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9,10 BLOCK 56 OF " MIAMI SHORES SECTION NO 2 " PLAT BOOK 10 PAGE 37 ZIP CODE 33138 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL. LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.###H#°) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER CITY OF MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE COUNTY B3. STATE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 138. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/95 03/02/94 X N/A B10. Indcate the source of the Base Rood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: / NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): BIZ Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes / / No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buildng elevations are based on: ❑ Construction Drawings* ❑ Butidng Under Conshuction* ► / Finished Construction *A new Elevation Certificate will be required when construction of the biking is complete. C2 Bilking Diagram Number 1 (Select the butidng dagram most similar to the butiding for which this certificate is being completed - see pages 6 and 7. If no dagram accurately represents the bulking, provide a sketch or photograph.) C3. Bevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a-i below aocorcing to the bullring dagram specified in Item C2. State the datum used. lithe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (inducing basement or enclosure) 11.4 ft(m) m ❑ b) Top of next higher floor N/A ft(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A _t.(m) o 0 ❑ d) Attached garage (top of slab) 8_9 ft(m) E I e) Lowest elevation of machinery and/or equipment m servicing the butidng (Describe in a Comments area) 8_8 ft(m) E ❑ f) Lowest adjacent (finished) grade (LAG) 8_7 ft(m) z'� g) Highest adjacent (finished) grade (HAG) 8_9 ft(m) ❑ h) No. of permanent openings (flood vents) within 1 ft above adjacent grade j' ❑ i) Total area of all permanent openings (flood vents) in C3.h PHAgq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME OSCAR EMILIO BAEZ- CUSIDO, P.S.M. LICENSE NUMBER 5034 TITLE REGISTERED SURVEYOR'AND MAPPER COMPANY NAME BAEZ & ASSOCIATES, INC. ADDRESS CITY STATE ZIP CODE 2000 SW 83RD CT. MIAMI FL 33155 SIGNATURE DATE TFI FPHONE 05/17/04 305- 265 -1002 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 518NE94THST. CRY STATE ZIP CODE MIAMI SHORES FI. 33055 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) For Insurance Company USE Policy Number Company NAIC Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) budding owner. COMMENTS CROWN OF ROAD ELEVATION = 8.93' New Addition to Match Existing Finish Floor Elevation (11.40') New Addition to Match Existing Garage Finish Floor Elevation ( 8.90') 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone A0 and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the budding diagram most similar to the budding for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or endosure) of the building is ft(m) _in.(cm) 0 above or 0 glow (checc one) the highest adjacent grade. (Use natural grade, if available). E3. For Budcing Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the budding is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the budding is _ ft(m) _in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance w'i h the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local offidal must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, andEare coned to the best of my knowledge PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Incicate the source and date of the elevation data in the Comments area below.) G2.0 A community official completed Section E fora buildng located in Zone A (without a FEMA- issued or community- issued BFE) or Zone A0. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor ( indudng basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the buitcing site is: ft.(m) _._ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. _2 ill Z(AX FOLIO NO. 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. 11111111111111101111111111 CFN 2004-R0199517 OR Bk 22146 F's 1875; (1AS) RECORDED 03/24/2004 09:59:43 HARVEY RUVIFir CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST F'AGE 1. Legal description of property and street/address: ' MC: C INA\ 2. Description of improvement: ksk1✓ vl/ �ea��1 -V-1 0'( f Z CIA. (1\U j-kE,. a s.-rt 3. Ow ner(s) name and address: J /4 4 '°'\� -� 1 � -+�-� �► l` eta & (p, \ 5 INUSA 1 Pk ")) b Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: A\e -1T`�2E `°t1 1 5. Surety: (Payment bond required by owner from conga ,cif IDA, COUNT OF DADE I HEREBY CERTIFY that this is a true opy of the Name and address: Amount of bond $ 6. Lender's name and address: A ..) A \��' *�_ , an• our , . u s `� 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: WITNESS m HARVE 33'3 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 nt date issRecified) Sworn to and subscribed before me this / / day of M /01-4 , 20 . Notary Public r Print Notary's me My commission expires: 123.01 -52 PAGE 4 8/02 I FfJZ t 7 Orvrn &3 1C)z3 ,tsu Jennifer L. Thomas :?O Commission # CC 987283 1 )41 Expires Jan. 20, 2005 —; OQ`4r �� Bonded Thra #4,9111-0 • Atlantic Banding Cn.. Tnr Prepared by $M° Address: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date >� \ Type Insp'n Permit No. Name Address Company Phone # (mss) 300 -3/03 /al /& Inspection Date Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 7\c\ 305- 795 -2204 Buil.'ng Inspection Request Date Type Insp Permit No. Name c7tQ_o rT v r p l Address 5' s 1 v E_ clq s4 Company FJ 0 O--f \C/D Phone # Inspection Date' _ Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 '(�5 Buil i g I! spection Request Date p ,� Type Insp'n ,ti:�''" Permit No Name Address .672 cL ST, Company yy,, Phone # Inspection Date l=5 Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu'lding Inspection Request ..m0\r.1) Date Type Insp'n RO m V no Permit No. 6P 04- c; Name 604, ( (GI Address 1. 1 v Pt( Company Alq ncrS Phone # Inspection Date Approved ❑ Correction )41,r‘ Re- Insp'n Fee ❑ r -Qozlef Pl o- I GG MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request 3 DateR /2, II Type Insp'n { { { { {{ \a FOCI 11 Permit No. Pi 04 t q 4 Name jUO( Gu Q rrci Address M q43)- Company A I J C'on4vciec Phone # 30.s_ 3c/G- lQ I 1 Inspection Date Approved Correction Re- Insp'n Fee zNeu0.0? (74_,D MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �S Building Inspection Request .i1 D Type Insp Permit No. Name `-� e R & a- /N(/'E- Address q g 7 Company (2 r e Pct. g Phone # L 3 o u- 3 1 O 3_2 --- °�_ Inspection Date Correction 9(7 Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Dat Type Insp'n Permit No. Name Address Compa -300' 03 Inspection Date Approved Correction Re-Insp'n Fee , MIAMI SHORES VILLAGE rA BUILDING DEPARTMENT sk' 305 - 795 -2204 Dag) Inspection Request Dates l0 Type Insp'n ► r.`val �1 Permit Noo 2 Name Address Compan Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui1 Zing Inspection Request Date Type Insp'n i rn /� Permit No. 0PO ` II 46 Name C %x9e Address S VI<E 1 `'-E._ q4s-ri- Company PS60 — S Phone # Inspection Date I Correction Re- Insp'n Fee ��C oa s Per r- cr-ere..4./ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi Inspection Request Date 11 Type Insp'n Permit No. is 9) Name Address Company ''' ' 4 Phone # W /c540-0 3/05 Inspection Date / //3 Approved )IL Correction ❑ Re-Insp'n Fee ❑ 8/4/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 518 NE 94 Street Miami Shores Village, FL 33138- Permit: BP2004 -372 Address:518 NE 94 Street Miami Shores Village FL33138- Date Expired: 1/18/2006 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Permit Number: BP2004 -372 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184628 Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: F. Insulation Certificate Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY infractio Passed Comments INSPECTOR COMMENTS False Passed - /' Inspector Comments CREATED AS REINSPECTION FOR INSP- 183316. Provide approved plans. NB g k certification per i '5 r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 Arenas construction, inc. Cbc 057871 To: Miami Shores Village Building department Re: insulation Installation. Permit # BP 04-372. 518 NE 94 Street Mr. & Mrs. Guerra Dear Building official: --,1 lira i — — B ° ° This is to inform you that the insulation installation at above mentioned job site has been done according to plans. R-5 rigid insulation at masonry walls manufactured by R-Matte R-19 Bat insulation at trusses and floor manufactured by John Mansville Should you have any question please feel free to call us. Sincerely. rge G. Arenas ttilANA% °ItCNIOCIA( E CD uo N :750" 2.00'• ,1.50" J, 12.50" COVERAGE 14.875" 2.00" IPRODUCT MARKING LOCATION = .0312" MIN. j).251„ GALVANIZED STEEL OSTORM PANEL SCALE: 3" = 1' - 0" :750" 1,2.00"4, .750" 11.25'1 1- _ .0312" MIN. X' I6.25" COVERAGE I 8.75" ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STE -EL OHALF STORM PANEL SCALE: 3" = 1' - 0" GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING (NJ WIND VELOCITY. 0 ccsi 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. D 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA 0 ADMINISTRATIVE CODE. 0' 0 Print )ntormotion: 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAJO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLQWS: HURST AWNING CO., INC. MIAMI , FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS'SHALL BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ, GRADE 80 G = 90 GALVANIZED COATING AND WITH THE FOLLOWING BARE METAL AND GALVANIZED THICKNESSES. ANO MECHANICAL PROPERTIES: 0.0297" MIN. BARE METAL THICKNESS (B.M.T.). WITH A MIN. Fy= 80.0 KSI 0.0312" MIN. THICKNESS (AFTER GALVANIZING) 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. to N N 0 313 "m .625 "m (1/16 GALVANIZED • STEEL) 0 KEYHOLE WASHER (OPTIONAL) SCALE : HALF SIZE { 2.250" I .100" 092' I us N .0701 062" 12.000.1 375" O"U" HEADER 6 SCALE: 3" = 1' - 0" .375" R 1.625" .315" R .060" I TYP. .120" SLIDE C -TRACK 10 (FINISH) SCALE : HALF SIZE -1 2" .05" 890" fal co .090" �+SYM 700 OC -TRACK SCALE : HALF 4' .( .375" I 215" .250" 865"/ (ZAMAC 3 ALLOY) OWASHERED WINGNUT SCALE : HALF SIZE 1/4 -20 STUD 375 " - �x 3/4" LONG (a 112.0" 2.5" O.CO . R .125" TYP. 1.750" 0 STUDDED STRAP (SLIDER) \-/ SCALE : HALF SIZE 14 2" x 2" x 0.05" TUBE SCALE : HALF SIZE (t-5 F-TRACK SCALE: 3" = 1' SIZE .890" .500" .750" I.D. .630" 0.0. - -460" .090" SYM J,.700'( -- OC -TRACK (FINISH) SCALE J HALF SIZE .060" , 1.00" MIN. I 5.00" MAX. 2 ANGLE SCALE: 3" = 1' - 0" C. .380" 1 195" 275" \I :.665" 095" TYP. 2.000" j, I -E-TRACK SCALE: 3" = 1' - 0" 0 0 tit r N 2.250" .063" 096" .096" 067" Q� ,2000 "� O "h" HEADER 5 SCALE: 3" = 1' .375" - 0" .980" t3 z W 0 U N 2 N 0 0 0 8 OSLIDE C -TRACK SCALE : HALF SIZE 1/4" -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE @12.0" OR 12.5" O.C. (STUD DIRECTION MAY 625" BE REVERSED) .125" TYP. 2.00" 73 STUD ANGLE \LYSCALE: 17 BUILD -OUT F -TRACK SCALE : HALF SIZE Approved as complying with the Florida Bald? Cod Date O R 3 0 f NOAH ot- eb2I.E1$ Miami Diode Product Control VJ. KNEZEVICH PROFESS/0 NEER R. t clm. 0010 5•1 0 2002 0 z • Q 7. T 0 0 N X L 0 1' da • 06/ ZS/ 20021 r•cats drawn ny AS NOTEDJ�HCR, de•.gn by JAP t checked by VJK dr Awing no 02 -267 • 08/30/2002 12:40: 31 pm N w c N N 0 4 Print information: J wQ J 1- m O Qp 1- F---1.4 CC w WO W JI Q Der 410 x zJ E V1 u J Z I- Q CC o_ vt > TYPICAL SECTIONS l WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) PLAN VIEW y 00 ® PANEL ELEVATION SCALE: 1/4" = 1' - 0" MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2 "x5 "x0.125 "MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. f BUILD OUT DISTANCE O w to W J/ In tV / 375' • .3125 "o TYP. TOP AND BOTTOM FASTENER (a1 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) OBUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1/4 -20 S.S. BOLT & WINGNUT @ 24" Q.C. (TYP) 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) WINDOW 4" MAX. OCORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1" OVERLAP EXISTING BAY WINDOW 20 GAGE GALV_ STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) 1/4 -20 S.S. BOLT & WINGNUT (1 24" O.C. (TYP. r1" OVERLAP MAX. OCORNER CLOSURE DETAIL SCALE:- 1 -1/2" = 1' - 0" EXISTING GLAZING TYPICAL SECTIONS W OTH UNL M TED _ (PERPENDICULAR TO PANEL SPAN) NOTE: FOR DIRECT MOUNT APPLICATION ONLY. GROUND PANEL ELEVATION SCALE: 1/4" = 1' - 0" FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED_ lje1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2 "x5 "x0.125"MAX. OTRAP MOUNT. CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP_ TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING n WALL MOUNT SECTION L-fJ SCALE: 3" = 1' - 0" -1/4" MAX. -J W Z Q O- E Cc 0 1- U1 w to X E -J -1/4" MAX. TYPICAL SECTIONS x E -J IMM11111 °G 111111 iV�FUUU��u,n,eui� WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) OMITER PANEL ELEVATION SCALE: 1/4" = 1' - 0" 1/4 MAX. 1/4" AX. { v EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. OWALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" Approved as complying with the Florida Bald Cod Date 0 $ /3oJ200 NOAH a2 — O t1. oI Muni Dade Prudact Control COPYRIGHT O 2002 ICNEZEVIGH & ASSOCIATES. IN Vi. ICNEZEVICH PROFESSIONAL E . ER ft Llama No- ,109tl 4 L 4 I QQZ z a K 6 11110 i E#IiUIir da a 06/25/2002 acaia AS NO TEO drawn by NCR dastgn by )�cnack•d b JAP i V 1K dra.nno no 02-267_ 1 sheet 2 of 6J E to N N 0 N 0 0 CO • 0 0 n 0 Print Informotion: J: \CARD \Codd02 \HurstAwningCo \02 - 267 \R2- prg \02- 267- 03.dwg SEE TABLE 2 — EXISTING GLAZING 0 in n X m E J 1/4" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. {TYP. TOP & BOTTOM) C5 CONNECTIO WITH PIECE e C1 CONNECTIO TYPE LEG OUT TYPE WITH PIECE e2) LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -N- 3/4" PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (off 12" O.C. W/ 1 -1/2" MIN_ EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "0 THRU BOLT W/ LOCKNUT @ 6" O.C. 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW (nl 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW © 20" O.C. W/ 1 -1/2" MIN. EMB_ IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER x 2" x 1/8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) C5 CONNECTIO TYPE WITH PIECE 1( 2 LEG OUT Cl CONNECTION TYPE WITH PIECE LEG IN REFERENCE 'A CHOR SCHEDULE FOR MAX SPACING t k5 /B" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING MAX. II MA MATERIAL #14 x 3/4" TEK SCREW @ 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" O.C. (TYP. TOP & BOTTOM) \-1/4" MAX. EXISTING GLAZING (MAX. DESIGN LOAD ± 73 PSF) O K "PASS THRU" DETAIL SCALE: 3 " =1' -0" B SEE TABLE 2- --/ EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q CY 0 H U) w w V) X +D E w J D 0 w N z Q C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 6" O.C. OR 6 -1/4" O.C. OR @ 12" OR 12 -1/2" O.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. "F" TRACK/DIRECT MOUNT SECTION N SCALE: 3 " =1' -0" SEE TABLE 2 SPAN SCHEDULE - TABLE 1) OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. EXISTING GLAZING 13 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" I MAX. J w w Z m a t- Q Q 00 w E Q F C O w 1— J U) ww . U) ID Z V! EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1/4" MAX. (OPTIONAL) `-114" MAX. 1j` \ \A CONNECTION TYPE 1.> REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEILING / FLOOR MOUNT SECTION SCALE; 3" = 1' - 0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SPAN SCHEDULE - TABLE 1) 1 ■ #14 x 3/4" TEK SCREW @ 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" O.C. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" MB EXISTING GLAZING EMB w J m Q t- I w J 0 v N z Q a 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OFINISH TRACK / PRE- STUCCO TRACK SCALE: 3 " =1' -0" . 1/4" MAX. Approved as complying with the Florida : . , . Cod c� o Date 0 i NOAH O o Miami Dade ['radial Control Divisi0 Sy ti sim KNEZE ICH PROFESSIONAL ENGINEER FL (loose No• 10913 c 0 M 0 0 a 0 date 11".! at f - - dr... by S Not D,( _ tHCR f df s,yn /A P]([ hf C ti e v ixyl idrawing no 0 i a 4 C Z u N z 4 4 K z u u a 06/25/2002 02 -267 sheet 3 of 6l N 0 0 CO 0 N 0 a PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS rn TO RECEIVE THIS BOLT • W/ PM NUT. PLACE .: PANEL OVER EACH ° ADJACENT PANEL AND FASTEN WINGNUTS g FROM THE INSIDE- N 0 a �1(4)TYP. „ w NPM NUT (TYP.) 0 U o c 'c a 1 -1/2" x 1 -1/2" 4 NOTCHES (TYP. = BOTH SIDES) IN N 0 o FLOOR OR WALL MOUNTED U 2" x 2" x 1/8" CONT. °/ STUDDED ANGLE 0 OR WALL MOUNTED SLIDE 3 C -TRACK ® OR (SEE DETAILS J, P, . W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE: EXISTING GLAZING HI 1 -3/4" EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4 "0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO W000 MEMBER (x124" O.C. MAX. 1/4" MAX. n1 X E J MAX. DESIGN LOAD = at 47.9 P.S.F. OCEILING MOUNT SECTION SCALE: 3" = V - 0" 5" LONG HANDLE RIVETED TO PANEL Print Informotion: EXISTING GLA ZING 1/4 -20 v STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) THREE - 1/4"0 WOOD LAG SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER (al 24" O.C. MAX. EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING PLYWOOD SOFFIT AND /OR STUCCO 4" x 1/4" x CONT. 6063 -T6 ALUM. PLATE #14x 3/4" TEK SCREWS @ 12" O.C. BETWEEN TRUSSES EXISTING GLAZING — 1I,SEE TABLE 2 OCEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" TABLE THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS J. P. R OR S FOR TOP MOUNTING CONDITIONS. MAX. PANEL HEIGHT = 8' - 8" AND MAX. DESIGN LOAD = 72.00 P.S.F. OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. 08/30/02 12:48 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) EMBED. 5/8" 1 MAX. — C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" 4-1AX. w t7 0 w EXISTING GLAZING SEE TABLE 2 w w MBEDj EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUODED STRAP l 'SEE DETAIL ). 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON / BUSHING OR 1/4 -20 NUT(GALVANIZED) 1/16" MIN. 5 3/4" SLIDE TRACK ASSEMBLY(BLow UP) o O. SCALE: HALF SIZE u to z d C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT OSLIDE TRACK ASSEMBLY - INSIDE, MOUNT SCALE: 3" = V - 0" 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE : 3" = 1' -0" Approved as complying with the Florida Br C' ' e Date 6 8 6 00 1' NOAH • — • 4-4113 Miami Dade Product Control 0h1310 By 1/4 -20 x 3/4" MACHINE SCREW STUO (al 12" O.C. OR 12.5" 0.C. CC W JD WI Win IAW NQ Wa. f"2 01 1-1 oIn VJ. ICNEZEVICH *01 ESSIOHAL ENGINEER R Unnu Na 109$3 C 1/4 -20 HEX HEAD NUT 5/16- I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) 06/25/2002 FINAL LOCATION OF STUD OSTUDED STRAP ASSEMBLY (ISOME`tRIC VIEW) SCALE: 3" = 1' - 0" drawing no 02 -267 f sheet 4 of 6 (ch•ck•d Dy� V /KJ N 0 0 N 0 CO M 0 Cr 3 0 N 0 (0 N N 0 o. 0. N m N 0 U 0' c L / N O V 0 a U 0 a i Print Information: ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST, STRUC. • ANCHOR TYPE LOAD 1W) P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO S._0.. (SEE NOTE 1) SPANS UP TO 8' -7° (SEE NOTE 1) SPANS UP TO 12.-0•' (SEE NOTE 1) SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12. -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONCRETE 7,�►11111 \1111 \1\111111U11l� 1/4 -a, ITW BUILOEx TAPCON W/ N. EMBEDMENT ^ (MIN, 3,145 P.S.L CONCRETE) 3 5.3 16 16 16 16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 14 16 16 16 12 10 16 472 16 16 16 14 16 16 16 10 8 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 62.2 16 16 13 11 16 16 14 7 6.25 16 15 8 .25 5 15 16 16 16 14 16 16 16 10 8 16 16 10 8 6.25 16 72.0 16 16 11. 9 16 15 9 6.25 5 15 15 8 6.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 122.0 16 9 6.25 5 16 15 8 6.25 5 15 15 8 6.254 5 15 16 10 8 7 16 16 10 8 6.25 16 16 10 8 6.25 16 (MIN. 3 5.3 16 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 47.2 16 16 16 16 16 16 16 11 9 16 16 11 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 14 10 8 16 1/4' ELCO MAXISET TAPCON W/ 1 -3/4- MIN_ EMBEDMENT 3,320 P.5.1. CONCRETE) 62.2 16. 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 14 8 7 6 14 16 16 16 13 16 16 10 9 7 16 16 10 9 7 16 122.0 15 9 8 X6•25 15 14 8 7 6- 14 14 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 *OBISEV=> 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 13 11 16 * tt■11tUUt11►111t 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 B 16 1/4-0 ELCO MALE/ FEMALE "PANELMATE' W/ 1 -3/4 MIN. EMBEDMENT L1/4-20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 62.2 16 16 15 12 16 16 15 8 7 16 16 9 7 -6 16 16 16 16 15 16 16 16 10 8 16° 16 11 9 7 16 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122.0 16 10 7 6.25 16 16 9 7 6 16 16 9 7 6 16 16 12 9 7 16 16 11 9 7 16 16 11 9 7 16 * 1 /4. °0 2 1 /t. STEEL (MIN. 3,000 ItIkl1 POWERS CALK 20 STAINLESS MACHINE SCREW P.S.I. CONCRETE) 35.3 16 16 16 16 16 16 16 11 10 16 16 16 B 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 47.2 16 16 15 13 16 16 16 8 7 16 16 12 6.25 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 -IN 62.2 16 16 11 9 16 16 14 6.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16 11 9 7 16 72.0 16 16 10 8 16 16 9 5 1. 16 16 9 5 1. 15 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 122.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 16 11 9 7 16 35.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 • 1/4"0 ELCO CRETE FLEX W/ 1 -3/4^ MIN. EMBEDMENT (MIN. 3,350 P.S.L CONCRETE) 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16. 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 16 72.0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 122.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 08/30/02 12:52 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST, STRUC. ANCHOR 'TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5•-0•' (SEE NOTE 1) SPANS UP TO 8' -7" •V (SEE NOTE 1) SPANS UP TO 13' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 Q O O*Ij 5 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16. 47.2 16 16 16 1t. 16 16 16 9 8 16 16 16 6.25 6 16 1/4 -0 x MIN. 1 -3/4" • LONG LAG SCREW W/ MIN. 1 -3/4- EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR WOOD GRAIN TO 62.2 16 16 12 11 16 16 16 7 6.25 16 16 14 6 5 16 72.0 16 16 10 9 16 16 14 6 5 16 16 14 6 5 16 122.0 16 151[i.25 5 16 16 14 6 5 16 16 14 6 5 16 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 16 * 47.2 16 16 16 16 16 16 16 12 10 16 16 16 8 7 16 1/4-0 ELCO MALE/ FEMALE "PANELMATE' W/ 1 -7/8 MIN. EMBEDMENT IL 1/4 -20 MACHINE SCREW WITH NUT 62.2 16 16 16 13 16 16 16 9 8 16 16 14 7 6.25 16 72.0 16 16 13 11 16 16 14 8 6.25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 6.25 16 16 14 7 6.25 16 ANCHOR NOTES: 1. SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5_ ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS ANO EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS. U.O.N. 9. j DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6". 6-1/4". 12" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. Approved as complying with the Florida Huid( Cod Date OA 0 'Lo o 1. NMI o2_LD L-1•oI' MIaud Dade Product Control VJ. KNEZEVICH PROFESSIONAL EER R.Uceu. . ,.,/0981 ZOO._ M O dt 06/25/2002, acct• drawn by AS NOTED)( HCR, 'dta.gn by JAP drawing no 02 -267 sheet 5 of 6 E co 0 0 N 0 rr) m 0 N 0 0 E ANCHOR SCHEDULE • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. • ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2* EDGE DISTANCE MIN. 3e EDGE DISTANCE SPANS UP TO S. -O" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12. -0" (SEE NOTE 1) SPANS UP TO 5. -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12' -O" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4jC5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLACK f �tiAuuiih1iaunhnn> i /L "A 1TW BUILOEX W/ 1 -1/4" MIN. EMBEDMENT MIN. EMBEDMENT 35.3 .16 16 11 8 16 10 10 ..2' 5 10 7 7 4 3 7 16 16 14 10 16 12 12 8 6 12 8 8 5 4 8 47.2 13 5 15 15 10 7 15 9 9 6 4 9 ".2 4 4 3 6.25 62.2 10 ++ / 5 11 11 8 6 11 6.25 5 4 3 6.2c 5 3 L S 72.0 122.0 1 9 5 �� /AI'G'��ltiil '��ed 4 4 / 5 5 10 6 10 3 7 4 5 3 10 6 5 3 4 5 5 3 4/ S 5 3 4 "/ 5 5 3 4 r, 5 d t47 35.3 16 16 16 12 9 16 16 16 15 16 16 16 12 8 16 12 12 8 6.25 12 2 16 16 12 9 + + + 7 16 16 15 11 16 12 12 B 6.25 12 9 ..256.254 9 �{` 1/4" ELCD MAXISET TAPCON W/ 1 -1/4- MIN. EMBEDMENT 62.2 13 13 9 7 •.25 16 16 11 8 16 - 9 7 6.2S 5 9 8 4 5 4 8 72.0 I 11 11 8 6 ..25 14 14 10 7 14 8 4 5 4 8 8 4 5 4 8 122.0 6.2 ..25 8 5 6 4 8 8 4 5 4 8 8 4 5 4 8 *EINSMCCZON> MALE/ W/ MAHIE NUT 35.3 16 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 * t±■1t1117UU11411> 47.2 16 15 11 5 4 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 11 1 /4 "O ELCD FEMALE "PANELMATE 1-1/4 1/4-20 EMBEDMENT SCREW WITH 62.2 ' 16 16 16 �� 7 6.2 16 ®��® 10 5 4 3 11 10 9 9 5 5 4 4 3 3 9 9 16 16 16 16 10 9 8 7 16 16 12 9 6 .4 12 10 5 5 1. 10 72.0 10 6 5 4 10 10 5 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 6.25 5 4 10 10 5 5 4 10 10 S 5 4 10 *UU 1 /4 "0 W/ 1/8" & 1/4 STEEL Mt POWERS EMBEDMENT -20 STAINLESS MACHINE CALK-IN SCREW 35.3 16 16 12 9 16 13 13 7 5 13' 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 4 7.2 16 16 9 7 16 10 10 5 4 10 7 5 3 3 7 16 16 14 11 16 12 12 8 6.25 12 9 ..25 6 4 9 62.2 13 0/•.25 16 16 11 8 16 9 7 6.25 4 9 8 4 5 4 8 72.0 11 •.25 14 14 9 7 14 8 4 5 4 8 8 4 5 4 8 122.0 6.2 ..2.c.1 8 5 5 4 8 8 4 5 4 8 8 4 5 4 8 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 1 /4"m /LCD CRETE FLEX W/ 1 -1/6- MIN. EMBEDMENT 47.2 16 16 16 13 16 16 9 7 16 12 8 7 5 12 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 6 2.2 16 16 16 12 11 9 8 16 11 12 Emma 11 10 ..2 7 ..2 5 4 12 11 11 11 11E. 17 11 ..2 ..Z5 4 11 11 16 16 13 10 16 13 10 7 5 13 11 6.256.25 5 11 72.0 16 16 16 11 8 16 11 6.256.25 5 11 11 6.256.25 5 11. 122.0 11 ..256.25 5 11 12 7 6.25 5 12 11 6.256.25 5 11 11 6.256 25 5 11 nR /3n /n7 17. 5'7 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. T A B L E 1 TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. Approval as coatptying with the Florida Bu : C Date 0 i 0 LOOZ NOAH o Mind Dick Prodpd Conttol MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE DESIGN LOAD (P.S.F.) SPAN (FT - IN) 30.0 12 - 0 33.0 11 - 10 35.0 11 - 7 40.0 11 - 40.7 11 - 2 45.0 10 - 11 50.0 10 5 55.0 9 - 11 59.3 9 - 7 60.0 9 - 6 62.0 - 4 65.0 9 - 2 70.0 8 - 10 72.0 8 - 8 75.0 7 - 11 80.0 - 8 90.0 7 - 0 100.0 6 - 3 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 11' -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 10' -4" 3 -3/8 . 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/1. 8' -10" 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 z Z „ Mei w v 1-� Q� _o U°C 0• VI W QW z ca U� W• + N � W ZZ u (u J D = NQ ula. 0 (P1 at a 0 I z P VJ. KNEZ PROFESS! . ERR FL Ocean , • 10983 CH G3 revl510 1s 2002 z as o4 z u z a 4 a z 0 date 06/25/2002 ical• dr•n by AS NOTED HCN design by 1 JAPJ [(necked by V JK { dr a..•ng no 02 -267 sheet 6 of 6_} BUILD PERMIT APPLICATION p, E cEpi ED Miami Shores Village uilding Department MA 10$50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o IN Master Permit No. 13 y 7 �\ FBC 2001 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address .9(A■3 3 %'it% City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name zs \ Phone # ‘3C3() ` Contractor's Address li.®tib P City v..,�ac.so..- State Zip e1 k Qualifier . State Certificate or Registration No. Cik, Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # $ Value of Work For this Permit 4 ,,, f.,„:„,aa . Square Footage Of Work: Type of Work: Addition. ❑Alteration ['New ❑ Repair/Replace Describe Work: kid \ (:L S70 CL c. i� ❑ Demolition G* * * * * * * * **** * * ** * **** * * * * * ** Fees* * ***** ** ** * * ** ** * *** * * * CCF $ t/e ® CO /CC Notary a 0 Training/Education Fee $ %i R0 Technology Fee $ 3. 7 0/ Scanning $ � Radon $ — Zoning Submittal Fee $S'0 1 Permit Fee $ /3'0 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bond $ 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 abs ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The egoing instrument was acknowledged before me this day of , 20 _, by , day o► 4 _ 2(D by 1_■ ., , 1 11_ 4 Of who is personally known to me or who has produced who is personally known to me or w 1 o has i oduced 1 Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: As identification and who did take an s identification and who did take an oath. Inge nnt: a � � � �y Cc.rrumKOnm n1)150f140 My Conunission Expire soars Expires November 36, 2006 ***************************:************************************************** * * * * * ** * ** * * * * ** ** * *** * * * * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY; Chc 05/13/03 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUL 131004 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2004 Applicant: BERTA Owner: GUERRA JOB ADDRESS: 518 NE 94 Contractor ARENAS CONSTRUCTION Local Phone: 305 - 899 -8328 Parcel # 1132060140960 Building Permit Permit Number: BP2004 -946 Page 1 of 1 GUERRA BERTA ST Contractor's Address: 10650 ne 10 pi Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: FEE2004 -7662 FEE2004 -7663 FEE2004 -7664 FEE2004 -7665 FEE2004 -7666 FEE2004 -7668 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $0.60 $5.00 $0.20 $3.75 $12.00 $171.55 Total Fees: $17� ®� Total Receipts: $0.�0 Permit Status: APPLIED Permit Expiration: 1/9/2005 Construction Value: Work: STORM PANELS (15) $200.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 04-317_, BUILDING CODE COMPLIANCE OFFICE ( PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Hurst Awning Company, Inc. 6865 N.W. 36th Avenue Miami, Florida 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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: 0.0312" (min.) Galvanized Steel Storm Panels Shutter a✓ APPROVAL DOCUMENT: Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. 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 ,.l} t1re manufacturer or its distributors and shall be available for inspection at the job site at the rec Official. This NOA consists of this page 1 as well as approval doc The submitted documentation was reviewed by IIelmy A. A r,© 4- �l� NOA No 02- 0627.01 xpiration Date: 08/30/2007 x--"" pproval Date: 08/30/2002 Page 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 183314 Permit Number: BP2004 -372 Inspection Date: January 15, 2013 Inspector: Dacquisto, David Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Survey Final Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False I�l Passed % t 7 Inspector Comments 7. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 BLOCK CORNER i • / zk -Bl Pub* 20' PARKWAY FOUND 112 10 IRON PIP (NO I.D.) FOUND 1/2 10 RON PIPE (NO I.D.) 000` (R8 NC SIDEWALK z IVI: -i^ a ; age APP5OV!D m 6. N 7 BY FeA ° �� N ATE / % r,, l I ' 0 z u- ZONII DI PT BLD3 DE1' T SUBJECT TO COMPLIANCE WITH ALL FEDERAL in STATE ANCNOUNTY RULES AND REGULAT�f ° r, . SCALE: 1" = 20' LEGEND A/C UNIT CENTER LINE PROPERTY LINE ABBREVIATIONS A/C = AIR CONDITIONER UNIT CONC. = CONCRETE 0 = DIAMETER H = HEIGHT I.D. = IDENTIFICATION PG. = PAGE P.B. = PLAT BOOK (R &M) = RECORDED & MEASURED 0 4'--- 3.5' ae bote Vitoi VIO Vio I1sti , 'I%,04 $47414 4ei'._gi4 o ��t� %� 31.0' 0,4• 0.4' FOUND 1/2 10 IRON PIP (NO I.D.) LOT 9, BLOCK 56 r. MIAMI SHORES SECTION No.2° P.B. 10, PG. 37 5.0' `r,`�0•,. 6' HIGH WOOD FENCE 1 LOT 9, BLOCK 56 ° MIAMI SHORES SECTION No.2° ,,t,$ P.B. 10, PG. 37 { cb iii' 100.00' (R &M) 15' ALLEY IL x 0 4 O Z Z 0 F- U Wt+7 (/)� O 0- m o 06 w F W m O Et 0- O FOUND 1/2 10 RON PIPE (NO I.D.) Z Q F PROPERTY ADDRESS: 518 NE 94th STREET MIAMI, FL. FLOOD ZONE INFORMATION: COMMUNITY NO. 120652 PANEL NO. 0306 SUFFIX: L FIRM DATE: 09 -11 -2009 FLOOD ZONE: X LEGAL DESCRIPTION: LOTS 9 AND 10 BLOCK 56 OF " MIAMI SHORES SECTION No. 2 " ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR RECORDED EASEMENTS. THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER ENTITY. THE ELEVATIONS OF WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR NATURAL GROUND SURFACES AND 5/100 FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENTS, CURBS AND OTHER MAN -MADE FEATURES AS MAY EXIST. WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. ATTENTION 1S BROUGHT TO THE FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS SHEET 111 m(°I=1= olerlrrtn>+r t "� °•rl•" I•_•• y1 I.I I II I ItlCIJr1 �ael•t' "�, ,.I .I •� +i•iiti•N�l�'SO ac( N E 9 5. 34 S T t`: 8111 . It s11 JO -I.I• .I. •I • � � JO. Itt•JI fi NI 9 °9'Y, 9 4, 9 etta 1•rlj- 1- r r r -r r.! 16 {° MI r8,RI{{1i l'Ny W r1 . 9 T / N E . ?iH5 4 9,- sX iI II lt) '. 41'zy 849." l � 8� 7!.{ �. 6 si - 14.z 1 8 R a t411 f,a6d' J> aJ s 1 ! - 10 /7 18 N E' • 96 "° ST LOCATION MAP (NOT TO SCALE) ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET REFERENCE BENCH MARK: N -603 -R ELEVATION: 8.06 FEET (N.G.V.D. 1929) IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. SUBSURFACE IMPROVEMENTS AND /OR ENCROACHMENTS WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY. CERTIFY TO: JUAN J. GUERRA SURVEYOR'S CERTIFICATION: 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 360° SURVEYING AND MAPPING, LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6356 OSCAR E. BAEZ - CUSIDO, P.L.S. REGISTERED SURVEYOR AND MAPPER NO. 5034 STATE OF FLORIDA. 360° SURVEYING AND MAPPING, LL Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 ORIGINAL 12 -04 -2003 FIELD DATE JOB NO 9309 -0886B `\N BAEZ. ` GP� �‘OENS NO. LB 5034 :A- T: 9 STATE OF ; Q� /'1/4iiI11111\ REVISIONS: 11 -30 -2012 UP -DATE SURVEY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 183314 Permit Number: BP2004 -372 Inspection Date: January 15, 2013 Inspector: Dacquisto, David Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Survey Final Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False °h 060 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 A BLOCK CORNER tO 10 Ma 1 P-� OP' SURVEY' SHEET 1/1 20' PARKWAY -312 FOUND 1/2 "0 IRON PIP (NO 1.D.) FOUND 112 "0 RON PIPE (NO I.D.) 00:0,0 CONG;:IDEWALK: N 0 Z SUBJEC4 TO pOMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATI4 r i W 01 D_ 3.5' SCALE: 1" = 20' LEGEND A/C UNIT CENTER LINE PROPERTY LINE ABBREVIATIONS A/C = AIR CONDITIONER UNIT CONC. = CONCRETE 0 = DIAMETER H = HEIGHT I.D. = IDENTIFICATION PG. = PAGE P.B. = PLAT BOOK (R &M) = RECORDED & MEASURED Z 0.4' 0.4' FOUND 112 "0 IRON PIP (NO I.D.) x LOT 9, BLOCK 56 ° MIAMI SHORES SECTION No.2° P.B. 10, PG. 37 5.0' 7 1 6' HIGH WOOD FENCE // // // I 1/ ,„ /1 /1 „� 1/ Jj 100.00' (R &M) 15' ALLEY 4' HIGH C.L.F 31.0' —....<-4-0,3' LOT 9, BLOCK 56 e,-- I MIAMI SHORES SECTION No.2' .a.� P.B. 10, PG. 37 + q, f 0 // // // // FOUND 1/2 "0 RON PIPE (NO I.D.) PROPERTY ADDRESS: 518 NE 94th STREET MIAMI, FL. FLOOD ZONE INFORMATION: COMMUNITY NO. 120652 PANEL NO. 0306 SUFFIX: L FIRM DATE: 09 -11 -2009 FLOOD ZONE: X LEGAL DESCRIPTION: LOTS 9 AND 10 BLOCK 56 OF " MIAMI SHORES SECTION No. 2 " ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR RECORDED EASEMENTS. THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER ENTITY. THE ELEVATIONS OF WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR NATURAL GROUND SURFACES AND 5/100 FOOT FOR HARDSCAPE SURFACES, INCLUDING PAVEMENTS, CURBS AND OTHER MAN -MADE FEATURES AS MAY EXIST. WELL- IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN. THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT. ATTENTION IS BROUGHT TO THE FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS 360° SURVEYING AND MAPPING, LL Land Surveyors - Land Planners 2000 S.W. 83rd Court MIAMI, FLORIDA 33155 PHONE: (305) 265 -1002 LOCATION MAP (NOT TO SCALE) ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET REFERENCE BENCH MARK: N -603 -R ELEVATION: 8.06 FEET (N.G.V.D. 1929) IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. SUBSURFACE IMPROVEMENTS AND /OR ENCROACHMENTS WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER: ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY. CERTIFY TO: JUAN J. GUERRA SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 360° SURVEYING AND MAPPING, LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6356 OSCAR E. BAEZ - CUSIDO, P.L.S. REGISTERED SURVEYOR AND MAPPER NO. 5034 STATE OF FLORIDA. NO. LS 5034 =* STATE OF ,OQ` Q3�� ORIGI DATE 12-04-2003 / / /� /!1�I t\\` NAL JOB NO. 9309 -0886B `ttti1ill/l // \\\ E;,BAE-01 // c,Pf v CENsi: Spa'. REVISIONS: 11 -30 -2012 UP -DATE SURVEY MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 95- Type Insp' n Permit No. ,EL le> I/ 7 / g/ Name � N% J`-z '— Address '' ' 8 �" 4 7 ij 57 Company / 7a. Q A#44-5 Phone # Inspection Date ®S-,� f' a, 1 Approved L9" Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date Type Insp'n cx Y r Permit No. I 04- lq Name Address (S. 1 tEC'S FE q4 ' Company Phone # Inspection Date Approved Correction Re-Insp'n-Fee'' off- MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date9V — Type Insp'n rcc nd Jr 9 fr Permit No. I CO 1 `'? J Name eXi-P rig Address 51 NEE E q `t $,L Company r03 J Phone # Inspection Date Approved Tir Correction ❑ Re- Insp'n Fee ❑ t7 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. 141 2A13 eA- r ertificate of Soil Treatment (Final treatment- original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). L &( 13( ' Note: If the house is on septic tank, approval letter is required from Health Dpt. I Soil Compaction Letter (Density report is required. PutUtC.# , � o kk inal certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) 0 C • PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 � --?zo 3)03 obyir Permit Number: BP2004 -372 I J3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183316 Inspection Date: January 15, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: F. Insulation Certificate Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments /7/93-;_,/,;16-t_ �6 14 ' / 2--,4-e-e-p 4- Failed . ,!, ---/S") ,/, Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 Arenas construction, inc. 4 2i1 Cbc 057871 To : Miami Shores Village Building department Re: Insulation Installation. Permit # BP- 04-372 NE 94 street Mr.: & Mrs. Guerra. Dear Building official: This is to inform you that the insulation installation at above mentioned job site has been done according to plans. R-3 rigid insulation at masonry walls manufactured by R-mattte. R-19 Bat insulation at trusses and floors manufactured by John Mansville. Should you have any question please feel free to call us. Sincerely. rge g. Arenas Arenas Construction, Inc. .,e 40:11 e 7e P x DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # �?AOV7 .a/ � 2 �7 3742 OWNER ).0T4 c,erY4 DATE Of/li ADDRESS S/8 N`: 9y 57'. CONTRACTOR "Pt no s don s • PERMIT TYPE aQ' / d/j AIN P. "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." NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECO WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL TYPE -11, ' .•,,?,,, , ....:... .-- . .....°.7'<'. Poured - , ...-4.1. . ;-.P.....11,47. ..,-;:,.....5.1. ‘ ...... :•• .... .1 ..;.;,.. 2nd Ftoor rTi - ...... ... ...g ..',. . . e.c....e.. 1--‘,....- ME Sheathing ' ,:f•:::'•., Floori ,,, ....„,..., .....7.:.1,...,,', ''''''' ''7-..,:;.,'., ., , - , - , Truss, Roof • , .. "..- ..*. p.' 4•1 . `U"', .." Store Front Window Installation Door instauatlon Tin , . Progress lile in ' -. - .... . f4,44;,1 a4$41-/ 6 ::?..aalaaDr ntre E it Anchor.$S-A STRUCTURAL INSPECTION TYPE Shingle in Progress Framing Insulation Drywall NSPECTOR DATE Sidewalk Driveway Form / Rock Storm Shutter Anchors Storm Shutter Final Patio / Deck Final Fence Final Pool Steel Pool / Patio Deck Screen Encl Final Pool Final gal /1 FINAL PLUMBING INSPECTION TYPE Ground Rough ' Top Out 2nd Floor Rough 3rd Floor Rough DATE Condensate Drainfield Suppression Test Septic Sewer Water Service L P Tank Gas Rough Gas Final Irrigation Int: Ext: Well Interceptor Pressure Test Fire Sprinkler Final Pool Maindrain Pool Piping ELECTRICAL INSPECTION TYPE ?Temporary Pole Footer Groundin Slab Service Rough B. Alarm Prewire .A4e -400- T.V. Prewire Intercom Prewire Phone Prewire B. Alarm Final T.V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED 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 THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE MIN. 12 "x18" BACKING BD. 12" 18" A MIN. 4' MAX. 5, 1 1 1 1 MIN 18" ` '�-1 PENETRATION • 1 f tJ 1 "x8" PROTECTIVE LEDGE OR VISQUEEN FLAP WITH FASTENER OR --i. FASTEN TO BACKING AS INDICATED ON CARD Permit Number: BP2004 -372 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 183318 Inspection Date: December 20, 2012 Inspector: Hernandez, Rafael Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: HRS Approval Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Juan J. Guerra APPLICATION # : AP516733 PERMIT #:13 -SG -20661 DOCUMENT #: F1359673 DATE PAID: FEE PAID: RECEIPT #: AGENT: A- league Contractors, Inc. PROPERTY ADDRESS: 518 NE 94 St Miami, FL 33138 LOT: 9 SUBDIVISION: BLOCK: 56 Miami Shores ID #: 11- 3206 - 014 -0960 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] [02] [03] [04] [05] [06] [07] [08] [09] TANK SIZE [1] 1200.00 [2] TANK MATERIAL OUTLET DEVICE MULTI- CHAMBERED [ Y / N ] OUTLET FILTER Zabel Fiberglass LEGEND 1. Unknown WATERTIGHT LEVEL DEPTH TO LID DRAINFIELD INSTALLATION 2. AREA [1] 567 [2] 0 SQFT HEADER 1. 9.00 2. DISTRIBUTION BOX NUMBER OF DRAINLINES DRAINLINE SEPARATION DRAINLINE SLOPE DEPTH OF COVER ELEVATION [ ABOVE / SYSTEM LOCATION DOSING PUMPS BELOW ]BM 0.00 AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL Comments: SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER [33] BUILDING FOUNDATIONS [34] PROPERTY LINES [35] OTHER FILLED / MOUND SYSTEM [36] [37] [38] [39] DRAINFIELD COVER SHOULDERS SLOPES STABILIZATION FT FT FT FT FT FT FT FT FT ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR Ajay K Mavalli (HQ - EHD Tea [48] OTHER Unknown ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED & FIT.T.FD CONSTRUCTION [ APPROVED FINAL SYSTEM APPROVED DISAPPROVED Dade CHD DATE: 07/12/2004 • Ronald E Cave (Dade County Environmental Health) / DISAPPROVED 1: (Explanation of Violations on following page) Dade Ronald E Cave (Dade County Environmental Health) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC EH Database v 1.0.1 AP516733 EID559562 CHD DATE: 07/30/2004 Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICATION #:AP516733 PERMIT #:13 -SG -20661 DOCUMENT #:F1359673 DATE PAID: FEE PAID: RECEIPT #: Violation Number Comment EXPLANATION OF VIOLATIONS / REMARKS: [09] Drainfield area incorrect DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC EH Database v 1 .01 AP616733 EID669662 Page 2 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 183321 Permit Number: BP2004 -372 Inspection Date: January 15, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Soil Compaction Letter Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed 4217if Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 NELCO TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: Arenas Construction 10650 NE 10 Place Miami Shores, Florida Addition to Residence Date: Nov 1, 2004 Job: D- 041104 518 NE 94th Street, Miami, Florida PROC `4 G .G } .:4i.0 ' ;�� Y �v k P`,. ? 'a �I,'S�!�� ,. 1o� 11. e RR i t -o), � . , i p . 0 ( 0 kJ' . a j as _- .+ .,PJ 0 3764 Final 125.6 8.2 Lime Rock & Tan Sand Pass 2 127.2 .,.: 8.6 Final 127.1 9.1 99.9 Pass 3 3764 East Area of Building Slab Final aj o oE ( Px 95 f 'o �� a o�ea �1es4 12 FIELD DENSITY TEST RE Comments: 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 .:4i.0 ' ;�� Y �v k P`,. ? 'a �I,'S�!�� ,. y ` f l., Vu.� �� y. � . , 1 3764 Center area of Building Slab Final 125.6 8.2 98.7 Pass 2 3764 West area of Building Slab Final 127.1 9.1 99.9 Pass 3 3764 East Area of Building Slab Final 125.9 7.6 99.0 Pass Comments: 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183319 Permit Number: BP2004 -372 Inspection Date: January 15, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: Final PE Certification Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 Building Department Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 November 30, 2012 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Mr. Juan Guerra 518 N.E.94 Street Miami Shores, Florida Permit #2004372 Gentlemen, emm a E. M. Mora - Architect, Inc, I, Eusebio M. Mora, having performed and approved the required structural inspections, for the exterior envelope hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my belief and professional judgment, the approved permit plans represent the as- built condition of the structural and envelope components of said structure. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Miami Shores Building Department. Should you have any questions, please do not hesitate to contact us. Eusebio M. Mora Architect #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch@bellsouth.net E. M. Mora - Architect, Inc. November 30, 2012 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Mr. Juan Guerra 518 N.E. 94 Street Miami Shores, Florida Permit #2004372 Gentlemen: This letter shall serve as confirmation that based upon visual observation and inspection, the reinforced masonry cells at the above referenced property were installed as per the permitted construction documents and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Architect #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch @bellsouth.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183254 Permit Number: BP2004 -372 Inspection Date: January 15, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: F. Elevation Certificate Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed `` Inspector Comments //1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ELM / TI CE T FICAT IMPORTANT: Follow the instructions on pages 1 -9. OMB No. 1660 -0008 Expiration Date: July 31, 2015 SECTION - i'ROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name JUAN J. GUERRA Policy Number: A2. Building Street 9d ST (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 518 Company NAIC Number: City MIAMI SHORES State FL A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9,10 BLOCK 56 OF MIAMI SHORES SSECTION NO. 3 PLAT BOOK 10 PAGE 37 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc) RESIDENTIAL A5. Latitude /Longitude: Lat 75°51'41 73 "N Long. 80 °11'17.18 "W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. ZIP Code A7. Building Diagram Number 1R A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes No 2000 14 sq ft 2148 sq in ❑ NAD 1927 I NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage 500 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings In A9.b NIA sq in d) Engineered flood openings? ❑ Yes Q No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFiP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 88. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone A0, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile Q FiRM ❑ Community Determined ❑ Other /Source* B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source• B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes F_! No Designation Date. / / ❑ 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 /A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N -603 -R Vertical Datum. N.G.V.D. 1926 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source. Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including, basement, crawlspace, or enclosure floor) 11 39 ►r1 feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) 9 50 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A ❑ feet ❑ meters (Describe type of equipment and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 8 7 Sys feet ❑ meters 8 8 i feet ❑ meters N/A ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E2 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? F1 Yes ❑ No ❑ Check here if attachments. Certifier's Name OSCAR EMILIO BAEZ CUSIDO License Number 5034 This REGISTERED SURVEYOR & MAPPER Company Name 360° SURVEYING & MAPPING, LLC Address 2000 SW 83R P' CT. City MIAMI State FL ZIP Code 33155 Date 12/17/2012 Telephone (305) 265 -1002 FEMA F 086 -0-33 (7/12) See reverse side for continuation. Replaces all previous editions. EELEVATI N CEI',TIFiCATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 518NE94ST City State ZIP Code MIAMI SHORES FL Policy Number: Company NAIC Number: SECTION ► - SURVEYOR, ENGINEER, O!':' ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments SECTION A -A5. LATITUDE AND L;ONGITUDE FROM GOOGLE EARTH CROWN OF ROAD ELEVATION = 8.93' Signature Date 12/17/2012 E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zor 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,and C. For Ite s E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8-9 of Instructions), ❑ feet ❑ meters ❑ above or ❑ below the HAG. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform 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? ['Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. the next higher floor (elevation C2.b in the diagrams) of the building is E3. Attached garage (top of slab) is SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 9, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ 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.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone A0. G3. ❑ The following information (Items 64 -69) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone A0) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086 -0-33 (7/12) Replaces all previous editions. Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 518 NE 94 ST Policy Number City MIAMI SHORE State FL ZIP Code 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 View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. 11/30/2012 FRONT VIEW RIGHT SIDE VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 518 NE 94 ST Policy Number City MIAMI SHORES State FL ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." 11/30/2012 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183317 Permit Number: BP2004 -372 I Inspection Date: January 15, 2013 Inspector: Bruhn, Norman Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Imported Permit Inspection Type: F. Termite Letter Work Classification: <NONE> Phone Number (305)757 -3111 Parcel Number 1132060140960 Phone: (305)300 -3103 men t Comments DEMO GARAGE AND BUILD AND ADDITION IN THAT EXIT PROPERTY Infractio Passed Comments INSPECTOR COMMENTS False Passed s Inspector Comments • Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 15, 2013 Page 1 of 1 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) USA Pest Control P.O. Box 570134 Miami, FL 33257 (305) 378 -2522 518 NE 94 St. N.Miami, FL Method of Termite Prevention Treatment Soil Treatment for termites Chemical used TC 900 Number of gallons applied 102.0 Gallons Area treated (square feet) 1,020 SF Stage of treatment Slab The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of A +. we and Consumer Services. L A thorized`Si ioltsKilock Date 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182117 Permit Number: EL2004 -191 Scheduled Inspection Date: November 29, 2012 Inspector: Devaney, Michael Owner: GUERRA, JUAN Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060140960 Building Department Comments ELECTRICAL FOR NEW ADDITION Infractio Passed Comments INSPECTOR COMMENTS False 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- 24516. add receptacles in master bedroom master bedroom and 1st floor bedrooms need all circuits arc fault protected. November 28, 2012 For Inspections please call: (305)762 -4949 Page 20 of 25 exAvA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PER1VIT APPLICATION Permit Type: Electrical JOB ADDRESS: L S� Q `1 FBC 20 Permit No. ELOION e 1 Master Permit NO. 61:- City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes NO V, County: Miami Dade Zip: 351 Flood Zone: OWNER: Name (Fee Simple Titleholder): iT an -4 I Ad-a (2 u€) I a Phone#: 1 I ( fi' Address: iryi q__ Q 0 - , A- i 6 -� T City: State: `i g r, < Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: (a). ef \ ' 0iihra ±IY Phone #: Address: City: State: _ Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddres °Alteration °New ORepair/Replace °Deemolition Description of Work: a .tc w T L I ****F ***********************+R*****lNtkdt**T!_ _ _ m°. s*** ******* ****N ********************** **** Submittal Fee $ Permit Fee $ d , gb CCF $ CO /CC $ Scanning Fee $ 3 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 10. 3 . 00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jur'isd'iction: I trtrderstand tlrat a separate permit -oust be securedlor-ELECTRICAL WOM PLUMBING SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al BJIAVIT: 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 . t b ' r roved and a reinspection fee will be charged. er or Agent The forego trument was acknowledged before me this day of ,20 20 a., by 1q1C(Z44" , who is personally known to me or who has produced 0 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: e (,../• /1 /1��r.S T�A1►r►O \\, ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner 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: Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION CE!VED AUG 302012 BY: FBC 20 i Permit No. f I Master Permit No. GRAOCH � Permit Type: Electrical JOB ADDRESS: 5 t C? City: Miami Shores County: Miami Dade Zip; 5313S. Folio/Parcel#: Is the Bail Designated: Historically Desgnated: Yes NO OWNER: Name (Fee Simple Titleholder): Address: City: bk J State: Tenant/Lessee Name: nio, 2,I?eit 0r1' %!s ar it Flood Zone: Phone#: �O�5�3 �� t Email: CONTRACTOR: Company Name: Address: L Zip: 33r3 Phone#: +% 4' "j mad eo 0.1 1 UVQ ; r Phone#: City: State: _ _ _ Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Wprk: °Alteration °New ORepair/Replace °Demolition Type of Work: °Address Description of Work: ************ * * * * * * * * * * * * * * * * * * * * * * * * * *--D *��tF ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1S l CCF $ CO /CC $ Scanning Fee $ 3. COQ' Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ —7 5"; OD 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 juriisdictlon.- t understand that-a separate permit must-be secured-for -E CTRICAL WORK PLUMBING; SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AITIDAVIT: 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 w roved and a reinspection fee will be charged. er or Agent �y� The foregoing instrument was acknowledged before me this D day of " ;/ gbi , 2O, by r who has produced ' As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp' 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: blic - State of Florida , 2013 Commission # DD 914311 ---- - -- - -- I Sign: Print: My Commission Expires: *** ** ** * *** ******** ******+v *** *** * ** ** x****** *e****** * * * * * * *** ** *** six** *** ******* * * * ******** * * * **** x * * * ** * ** 2G /Ti APPROVED Bi--- /7/ rp Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: it 12( DATE: (1" ( ADDRESS: NJ QLt ank;... .9r 5 13 r Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement,: which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications: State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume thatyou built for sale or lease, Which is a violation of this exemption.. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your "construction must comply with all`appllcable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the properly listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not, required to be signed by a property Owner unless he or she is responsible for the construction` and is not hiring a licensed contractor to assume responsibility. initial 3 I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed, contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner - builder, I must provide direct onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. InffalI i � 7. I understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for Injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. Initial` 10. I understand that l may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. mvfloridalicense .corn/dbor /oro /aibrindex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: gib tai .Q t 5t- • '4 iCt. 3 313 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying' whether the contractor is properly licensee and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local omitting agency is required when the permit is issued. Was acknowledged before me this 11 day of By T-rhociAtitrD Produced there License or �.__, 20 1a.. who was personally known to me or who has identification. IA � of Florida LOS ()TART- public - State 23, iorida ,�tPty� PUB( iii' Expires 2p �« . _ My Commission # EE 28a y Assn. 4 im • o 'through National ;� ; a�d;,' Bonded Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. ��9, lci I Owner's Name (Fee Simple Title Holder): ± 9,,,u4 v Phone #: .5t II Owner's Address: 't— l i ejt 6A Lt 5 -- - City: e6iCATIAL State : Zip Code: 3 61- Job Address (Of where work is being done): lS IJ5 Z City: Miami Shores State: Florida Zip Code: I g Contractor's Company Name: \} yl )(,¢) 1 Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. The foregoing i >: , meat as akno , dge� before m 6yvo The foregoing instrument was aknowledged before me this a day of II t 2(J,%,by �� i� i L this day of , 20 by Wh is r onally, n.wn to or le ha roduced who is personally known to me or who has produced �� (� 10"rl 'h s indentification. as indentification. Signature Contractor or Architect Nota Sign: Seal: ,, _• . Pµ J ',., , R ,,+ o� ,�o ",, ` : Cl AUD1AV. C Notary EState of FtO tty Co mm IVes Se 2 , Zp 5 Comsslon # 101 Beededitqoughtiattottaktiotaty Assn Notary Public: Sign: Seal: BERTA FANDINO- GUERRA 518 Northeast 94th Street Miami Shores, Florida 33138 Tel. 305 - 757 -3111 August 17, 2012 Via Certified Mail Cesar Hernandez' Chrys Power Electric 2218 S.W. 137 Place Miami, Florida 33175 Re: Guerra Remodel — 518 N.E. 94 Street Miami Shores Dear Mr. Hernandez: Please be advised that as the homeowners, we no longer need your services as the electrical contractor and are hereby terminating Chrys Power Electric. ; Thank you for your attention to this matter. Should you have any questions, please feel free to contact me. 7008 1300 0001 1963 8960 U.S. Postal Service,. CERTIFIED MAIL., RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our.websi te at www.usps.como' Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ Postmark Here 0` 4 PS Form 3800, AugList 2006 See Reverse for Instructions Fanditio & Carballo, P.A. 14645 N.W. 77th Avenue Suite 104 Miami Lakes, FL 33014 7008 1300 0001 1963 8960 PLACE STICKER AT TOP OF ENVELOPE TO THE RIGHT OF THE RETURN ADDRESS, FOLD AT DOTTED LINE CERTIFIED Mi4ILTM 11 1 111 7008 1300 0001 1963 8960 Guys Power Electric 2218 S.W. 137 Place Miami, Florida 3317S 3317SS6346 C078 33014€2569 NI XI leSP040, C;CP‘ &49(14 MOE.MW pals‘WW7 55112=WW PITNEY BOWES $ 005.75° 0001717112 AUG 18 2012 MAILED FROM ZIP CODE 33014 30 DE 1 00 08/ Ri;THRN Tn SFNDER NO SUCH NUMBER UNA3LE TO FORWARD EC 33014255929 SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. -. - - ■ Print your name and address on the reverse so that we can return the card to you. . • Attach this card to the back of the mailpiece, or on the permits. I� <5t0 i39-'��L tryik.oLmk.,,q, 33( 3- COMPLETE THIS SECTION ON DELIVERY A. Signature X ❑ Agent 0 Addressee B. Received by (Printed Name) C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No Certified Mall 0 Express M 0 Registered etum R = = pt for Merchandise 0 Insured Mall 0 C.O.D.1 4. Restricted Delivery? (Extra Fee 0 Yes 2. (rArtIcle f ommber fce labeO c08- ! 3 0`F l 1 1 U [ ‘30 PS Form 3811, February 2004 Domestic Retum Receipt 102595-02-M-1540 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)/56 -8972 Inspection Date: 04/26/2006 Inspector: Devaney, Michael Owner: GUERRA, JUAN Job Address: 518 94 Street t\iG* Miami Shores Village, FL Project: <NONE> Block: Contractor: CHRYS POWER ELECTRIC (Iji11 Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060140960 Lot: Phone: 305 - 228 -8937 Building Department Comments Wednesday, April 26, 2006 Page 2 of 2 Passed Inspector Comments /-Grp" / A elt f`t 19, /- a 44 (-AtAit- A ehooi- / 7" ,' /it° e`- a. api',t/ Ii.F4- t' e,--• c 0 Or AT G - ,5' /" , %L e 6-67/7,4-1 e /r, %'t /o�7�' /Z. 0','il • e- , /ex,ft/51 e k,')--koW Crafedef%y° A - S fe / ,:cs,/,/,--; e--/%A %.11 `-- VA--2(71/17---- Failed Er Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 26, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • 'fa Inspection Date: 613012006. - Inspector: Devaney; Michael Owner: GUERRA, JUAN Job Address: 518 94 Street NE Miami Shores Village, FL JUN 3 0 ENT Project: <NONE> Contractor: CHRYS POWER ELECTRIC Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060140960 Lot: Phone: 305 - 228 -8937 Building Department Comments Thursday, June 29, 2006 Page 1 of 2 Passed Inspector Comments a/z ,,, , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 29, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon • (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/24/2006 Inspector: Devaney, Michael Owner: GUERRA, JUAN Job Address: 518 94 Street NE Project: Miami Shores Village, FL <NONE> Block: Contractor: CHRYS POWER ELECTRIC Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060140960 Lot: Phone: 305 - 228 -8937 Building Department Comments 104 ,,09 „40-e1 40.5 ,_J eo '- �- PA e ' jA c'97; (L/ ?zee, Thursday, March 23, 2006 2 e /4yr co-' Page 2 of 2 Passed Inspector Comments \-77 Y. 0-fre A . A 2' co fr, e er y `L i Te7 l��7 eA., PP 10.01 6 6--�Z PA i 'rte K Ne L' '' 7; TA ��g 96,-,' a°'/e-cc �,� 4,e ��GT ` , Ill 0�� °e g tf- /a' L 70'7? .6 /5- e it o //te -ed/ C tp,v,v tPLTI' /2 . �4"°'l`rt'5t�� , aP/�n _l .gal S t-,- L h e eGIPA eG- A ep ®JZ /j�' �°c+e!A J'wtl / 5/ �� #'-G ?0424 9 t 7- Failed / Correction Needed Re- Inspection Fee �$75) No Additional Inspections can be scheduled re- inspection fee is paid. until 104 ,,09 „40-e1 40.5 ,_J eo '- �- PA e ' jA c'97; (L/ ?zee, Thursday, March 23, 2006 2 e /4yr co-' Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2006 Inspector: Devaney, Michael Owner: GUERRA, JUAN Job Address: 518 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: CHRYS POWER ELECTRIC Permit Type: Imported Permit Inspection Type: Electrical Work Classification: Addition Phone Number Parcel Number 1132060140960 Lot: Phone: 305 - 228 -8937 Building Department Comments FINAL ELECTRICAL FOR ADDITION ��A Le.._ Z e# ® pi--r (305)30D— ,. IQ ee a 0 Low v Oi i e ' P r.n I . Passed Inspector Comments 1'I r-)\\--e)-C) .'-' Failed r I�� S� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 9, 2006 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 EL2004 -191 Imported Permit Project <NONE> Owner: JUAN GUERRA Phone: Job Address: 518 94 Street NE Parcel: 1132060140960 Miami Shores Village, FL Block: Lot: Scheduled Insp # Inspection Type 09/29/2004 INSP2004 -3997 Electrical GROUNDING AND FOUTER 09/30/2004 INSP2004 -4031 Electrical Inspection Status APPROVED APPROVED Inspector Date Completed None None 9/29/2004 None None 9/30/2004 WILL NEED LOW VOLTAGE PERMITS FOR ALARM TEL C.A.T.V AND SPEAKERS 01/28/2005 INSP2005 -460 Electrical APPROVED None None 1/28/2005 WILL NEED LOW VOLTAGE PERMITS FOR ALARM TEL C.A.T.V AND SPEAKERS 01/10/2006 INSP -5542 Electrical Pending Inspection Michael Devaney Not Complete FINAL ELECTRICAL FOR ADDITION Monday, January 9, 2006 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2004 Applicant: BERTA Owner: GUERRA JOB ADDRESS: 518 NE 94 Contractor CHRYS POWER ELECTRIC Local Phone: 305 - 228 -8937 Parcel # 1132060140960 Electrical Permit Permit Number: EL2004 -191 Page 1 of 1 GUERRA BERTA ST Contractor's Address: 2218 SW 137 PL Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: FEE2004 -7644 FEE2004 -7645 FEE2004 -7646 FEE2004 -7647 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $210.00 $3.60 $1.20 $5.25 $220.05 Total Fees: $220.05 UC Total Receipts: $CIS0 U o0 Permit Status: APPLIED Permit Expiration: 1/9/2005 Construction Value: $6,000.00 Work: ELECTRICAL FOR NEW ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDIl' PERMIT APPLICATION FBC 2001 Miami Shores Village w .. uilding Department `E� 100p0 N.E.2nd Avenue, Miami Shores, Florida 33138 cp. 1 3 20Cit Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 LC( Master Permit No.-t5 Permit Type (circle): Building Electrical Plu e+ r ng Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address \ City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building historically Designated YES NO Contractor's Company Name tin 5 uJE2 - Contractor's Address Z2- t 131 City State F.I.2c) Qualifier - ` A Phone # (o31 Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 61466 Square Footage Of Work: Type of Work: Addition ['Alteration ❑New El Repair/Replace ❑ Demolition Describe Work: OCAI3 Is.cis)‘-cl 0 N .o 'p..,b x 6s.1 c qa� Submittal Fee $ $tt , C < Permit Fee $ /4 r CCF $ 3 'Coo CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 th`rbsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or, Agent The foregoing instrument was acknowledged before me this 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 99,,__ The foregoing instrument was acknowledged before me this Z5 %h day of VA, , 20:4, by P i who is pa v known to me or who has produced VIZA as identification and who did take an oath. `�> >sl1ROdg4G'*,// ........ 0A..** t%, /// ION- •.S� & NOTARY PUBLIC: Si Print: ¶ N. My Commission Expires: • (Certificate of Competency Holder) • #DD 280052 : Q .' m e � �� /11111 1 �► ��,```\ State Certificate or Registration No. 0 6 '4 0 Certificate of Competency No. CC 9 t E�� j ***************** * * * * * * * * *: * * * * * * * * * ** * * * * * * * * *. ** APPLICATION APPROVED BY: Cho 12/15/03 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .. Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS i(4 UNIT ",A �'' FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES -7 .�'� A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR /METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER • MOTCRS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTCRS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP _ ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES-" A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS •HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY- SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS _ DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. ; CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA MAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER. SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/24/2006 Inspector: Devaney, Michael Owner: GUERRA, JUAN AND BERTA Job Address: 518 94 Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: STAR -TECH ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)757 -3111 Parcel Number 1132060140960 Lot: Phone: (305)817 -2885 Buildins>I Department Comments LOW VOLTAGE Passed Inspector Comments "A■ / � er 2 Li AAA- 4aPi* V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 23, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVED MAR 1 5 2006 _1 .-9' Permit No. -66 Master Permit No._ _ U6a a Permit Type (circle): Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Sin C ie - C-c. Phone # 305- 757- 3/1 / Owner's Address 51S N E 9q S/ City /7?i4en I Store's State ft. Zip 33 13& Tenant/Lessee Name Phone # Job Address (where the work is being done) 5/6 /VI 91/ S./ City Miami Shores Village County . Miami -Dade Zip 3 313 85 FOLIO / PARCEL # Is Building Historically Designated YES NO V ■ Contractor's Company Name S4 r Tech E /Peiriea / 1ovp Phone # j06 - 9 /9- t//2/ Contractor's Address /3 9c24' SCA.) /5 7 ,c4. City 41/a m/ State tc.L. Zip 33 / 7 7 Qualifier Name .L5 "ice « chrtwil Phone # State Certificate or Registration No. Xteirt C/'00i5'/50 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / o735. a U Type of Work: RjAddition Describe. Work: ❑Alteration horse Square / Linear Footage Of Work: [New ❑ Repair/Replace ❑ Demolition L =S 4 t**** ** ** * ** ** * * * *, * **** * * * * * * *, * * * *** Fees * * * * * ** * **** * * ** * * *** * * * * * * ** * ** * **** * *** ** Submittal Fee $ Permit Fee $ /eve' i `— CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 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 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 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: APPLICATION APPROVED BY (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) J Owner's Address S /,& Ai' PE- 9 / s ?2.1. r City ,4 i 4.41 , c,scaks State F Tenant/Lessee Name Permit No. Master Permit No. 02 o a `% 3 i Plumbing G 2 Mechanical Roofing Phone # 3oS- )57-3/// ZIP 33 /3 P Phone # Job atiess (where the work is being done) ,S /I, .d4 9 5/ s 2e *.:7" City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO 3 13cP Contractor's Company Name s 7-14z 7 c./,L C.6c 7-a, eg [. Coup Phone # ten- / q - .7/ o `f Contractor's Address /3 g St"/ / 5 7 StaE,r 7' City .44/0.94.-1, State F'( Zip 3 3/ 7 7 Qualifier w-G 4/A. c/ o e opt co .4.." Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2 3 S . 0 0 Type of Work: ®Addition ❑Alteration [New Describe Work: A' il , 7-fa.✓ O F rx c /a sa Square Footage Of Work: ❑ Repair/Replace 0 Demolition Cc" 7-v e-4,3 S ,4.4 47-4 Submittal Fee $ Notary $' Scanning $ Code Enforcement $ * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ Training/Education Fee $ Technology Fee $ Radon $ Bond $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City . State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AE'FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this c e day of fl ,3 , 20 aG, by (ra -�r�' & L-4 wait who is personally known to me or who has produced As identification and who did take an oath. NOT PUBLIC: Sign: Print: (74 46,44- 247 My Commission Expires: AF Juana Rays My Commission D0335808 N re Expires September 25.2008 The foregoing instrument was acknowledged before me this /6' day of FAQ , 20 06 , by ..y6,t/,sci a C,c1,y moo,✓ , who is personally known to me or who has produced F'Dt. Liao 5 3).7 / o as identification and who did take an oath. NOTARY PUBLIC: ' j , Co at issio uu335809 Juana Sign: Print: S '-04- i i September 25.2008 My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. £, opt S L/ 2 a Certificate of Competency No. O 0 F ©6 o $ 5 `J ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning Issue Date: 3/17/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 09/30/2006 Owner's Name: JUAN AND BERTA GUERRA Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 518 94 Street Miami Shores Village, FL 33138- Contractor(s) Phone STAR -TECH ELECTRICAL CORP (305)817 -2885 Primary Contractor Yes Comments: ADDITION OF TELEPHONE AND COAX TV CABLES AND DATA Additional Information Type of Work: LOW VOLTAGE Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL -3 -06 -661 Phone: (305)757 -3111 1132060140960 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,235.00 Required Inspections Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $100.00 $3.00 $2.50 $107.10 Building Department File Copy Applicant Signature Invoice Number EL -3-06 -24156 Total: MAR 21 PAID ,s -713. Amt Due $107,10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 08/17/2006 Inspector. Devaney, Michael GUERRA, JUAN AND BERTA NA 1 8 RECI Job Address: 518 94 Street NE Miami Shores Village, FL 33138- Owner: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Contractor. STAR -TECH ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)757 -3111 Parcel Number 1132060140960 Lot: Phone: (305)817 -2885 Building Department Comments Wednesday, August 16, 2006 Page 2 of 2 Passed Inspector Comments 7( ti>e,61":"Cr;Pg.-7 itex Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, August 16, 2006 Page 2 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 1 Type Insp'n 12-4:C_JC I VI Permit No. Name CDC 942 ( (C4 . Address 3 Company Pr.1-C CO S Phone # cP-1 Inspection Date Approved Correctkin Re-Insp'n Fee 14, ' a'170.4 - . -0 1 . . , .■ o: • 46 , 10-4 • 3/4. Miami Shores Villager Building Department Alcs 10050 N.E.2 `7 ue- 4Aifiami chore& Florida 33138 Tel: (3 5 )1- 4 0: ,) 5 .8972 BUILDING PERMIT APPLICATION FBC 2001 11 8, 1 9 MR Permit No. aster Permit No. 13 41 -5-7 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 3C,) CVi VC3CAX-PC C=6W NA A.C4 c`.%._, �tk, `� City � - S. n, State r� \ Zip `V ,\ Y Tenant/Lessee Name Phone # Roofing Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Phone # 30 1 6/-0, /6 Contractor's Company Name Con City Qualifier tor's Address As All Lk \ State "\— I M C Cni 2it2(2 �— State Certificate or Registration No. Zip C_ O coD 9/2 Certificate of Competency No. (,4C 9 2 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ' ✓ O ( 6 Square Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: kt, \ hLs•-- A, C 0 Li) LA- (fi l '1' 0 Al c_4a,.S , ****************************Fees****************************** �� ) Submittal Fee $ Permit Fee $ I 6 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortge,,ender'$eNeifaaplicable) a sra rj r. r Mortgageientler'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 RECORDU1G 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 Cractor T h e f o r e g o i n g instrument was acknowledged b e f o r e me this The foregoing instrument was acknowledged b e f o r e me th i s / ( day of , 20 _, by day of , 20 Ott, by %oL4, j o /Y1. Cv i -.e . who is personally known to me or who has produced who is personally)) known to me or who has produced FLA As identification and who did take an oath. DA-Luce-5 L ec as identification and who did take an oath. NOTARY P NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 AM_ Am."-— ',n <rk 4':x450 s ODJI co -o /} utary Public, State of Florida ileol miss gwige2003 No. 0014059?* * * **** * * * * ** * * * * * * * * * * * * * * * * * * * * ** ep/06 ********************************************* * * * *•:; * * * * * * * * * * * * * * * * * * * * * * ** 6 C _ Plans Examiner Engineer Zoning Miami Shores Village OR--)1L Building Department 0050 N.E.2nd Avenue, Miami ,shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ,_ _ 0 Q4'\ t Owner's Address S«* U•E_.. qL 4T1 City State Zip Tenant/Lessee Name Phone # Tt_ct Phone # Job Address (where the work is being done) City _ 1Vliami Shores Village County/ Miami -Dade Zip Is Building Historically Designated YES i NO r Contractor's Company Name k'A Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit DDD Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: � i_ 1�� t �� \ r \ L� ****************************Fees************************* *** Submittal Fee $ S'29 / C ` Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning_ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS aild 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 LMPROVEMENTS TO YOUR PROPE ITY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE't BEFORE RECORDING YOUR NOTICE OF CO1Vf1Vi NCEMENT." Notice to Applicant: Asi.candi4on to the issuance of a building permit wiith an estimated value exceeding $2500, the applicant must promise in good faith that a codyaf the notice of commencement and conistruction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifie/ copy ^f the reco rded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building perm is' issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature /7 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 o{' , 20 , by who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced As identification and who did take an oath. - NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ************************** o;***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * *** * * * * * * * * * * ** ************************** t:=******************** *****:'************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 7/29/2004 Mechanical Permit Permit Number: MC2004 -124 Page 1 of 1 Applicant: BERTA GUERRA Owner: GUERRA BERTA JOB ADDRESS: 518 NE 94 ST Contractor ARCON A.C. INC. Local Phone: 305 - 642 -1614 Parcel # 1132060140960 Contractor's Address: 3085 N. W. 4 TERR. Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -7654 Building Fee $100.00 FEE2004 -7655 CCF $1.80 FEE2004 -7656 Training and Education Fee $0.20 FEE2004 -7657 Technology Fee $2.50 Total Fees: $104.50 Total Fees: $10440 Total Receipts: P$ 0 Permit Status: APPLIED Permit Expiration: 1/9/2005 Construction Value: $3,000.00 Work: NEW A/C UNIT FOR ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT l' 305 - 795 -2204 B ilding Inspection Request Date Type Insp'n pi Top 0d- Permit No. 1® 4 Name Address & 1\1E, q 4 51- Company C S)--1 I l C.rl j/ urn Phone # ` Inspection Date ` Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Pocci ID) CA Date Type Insp'n Permit No. Name (S y'YCI Address t , - E Ci "'t F Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT A1,2,3Z 305- 795 -2204 r-1� Building Inspection Request Date Type Insp'n Permit No. Name Address 5/ S /v E , e Company Phone # Inspection Date Approved Correction Re- Insp'n Fee 540S/300 - 3/O� /o/c97/o 6419 Miami Shores Village 7/14/2004 Juan J. Sierra - 518 NE 94 St., Miami, FL 33150 383.97 Septic and Paving, Inc. Juan J. Sierra- 518 NE 94 St., Miami, FL 33150 383.97 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 • PL2004 -202 Imported Permit Project: Owner: Phone: <NONE> JUAN GUERRA Job Address: 518 94 ST Miami Shores Village, FL Parcel: 1132060140960 Block: Lot: Scheduled Insp # Inspection Type 10/27/2004 INSP2004 -4332 Plumbing GROUNDING AND FOUTER 01/21/2005 INSP2005 -308 Plumbing GROUNDING AND FOUTER 01/28/2005 INSP2005 -347 Plumbing GROUNDING AND FOUTER 01/10/2006 INSP -5540 Plumbing FINAL PLUMBING FOR ADDITION Inspection Status APPROVED APPROVED APPROVED Pending Inspection James Levrack Not Complete Inspector Date Completed None None None None None None 10/27/2004 1/21/2005 1/28/2005 Monday, January 9, 2006 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phi die: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2006 Inspector: Levrack, James Owner: GUERRA, JUAN Job Address: 518 94 ST Miami Shores Village, FL Project: <NONE> Contractor: Block: Permit Type: Imported Permit Inspection Type: Plumbing Work Classification: Addition Phone Number Parcel Number 1132060140960 Lot: Building Department Comments FINAL PLUMBING FOR ADDITION \ 4 r iJ rd .. " Passed, j Inspector Comments .\ r ' ice' l it) 6 A) i ®742 - 0 C )—iii -t' 11'7 r� I Failed - Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 9, 2006 Page 2 of 2 BUILD Miami Shores Village ac�o uilding Department 1005 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL 1 3 2VA I Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No . Z o y` PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Master Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) //iii , j ` /u�� /1 Phone # Owner's Address S / ,4/ qj 1/ _S' /A, r / City //%jti 1 Sh ,D4 ,or State f--/ Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) 0P'/ p 4/ E q t/ gist.,,eil City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO v Contractor's Company Name C '.S— ill' /1/4"7-*l /)/.4 Phone # C3 ,e) 3— c 1— /V 9'0 Contractor's Address 2 P3 j) S G1/ //S i,�.e City 4, /� r / State ,F /. Zip 3 3 /‘...s- Qualifier �'l?4'' / h �GL S' / // Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit (3(3 .� Square Footage Of Work: Type of Work: elidition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: �(✓�'iii ,g4 /i 4e e2,/-7 Submittal Fee $ 0 ' Permit Fee $ 19e CCF $ ' CCU CO /CC ` Notary $ Training/Education Fee $ ` , D° Technology Fee $ A 1 5 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES; BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is - issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 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: Contractor The foregoing instrument was acknowledged before me this day of ,20®q,by who is personallj known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,a■yk BeabtzA Burps My Commission Expire'` }' Commission a,a �atpri►� 2007 (Certificate of Competency Holder) State Certificate or Registration No. ertificate of Competency No. ************* * *x* * * * * * * * * * * * * * * * * * * * * * * * * * *; * *`_ * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2004 Applicant: BERTA Owner: GUERRA JOB ADDRESS: 518 NE 94 Plumbing Permit Permit Number: PL2004 -202 GUERRA BERTA ST Contractor CASTELLON PLUMBING CORP Contractor's Address: 2830 SW 115 AVE Local Phone: 305 - 553 -1490 Parcel # 1132060140960 Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: FEE2004 -7658 FEE2004 -7659 FEE2004 -7660 FEE2004 -7661 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $190.00 $3.00 $1.00 $4.75 $198.75 Total Fees: $198A5.00 Total Receipts: $ (4 6,15 Permit Status: APPLIED Permit Expiration: 1/9/2005 Construction Value: $5,000.00 Work: NEW BATHROOM ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:. (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 p O��/Y Permit No. Ib� Master Permit No. (P20 ^3112 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) T .) \ lEr co, Phone # Owner's Address 602 WE 9`i _ City kJt Au s OceS State 0 Zip k Tenant/Lessee Name Phone # Job Address (where the work is being done) 6/R 6/6 Q� City Miami Shores Village County Miami -Dade Zip 1 SO Is Building Historically Designated YES NO )i Contractor's Company Name A- C/O (oy1 z t2 / CSC Phone # 305 2Z4 e 2 Z? Contractor's Address 00 00,A1, : uA d' v L City at ,a~91 State 1— c Zip "--?,,)111(0 Qualifie State Certificate or Registration No. 64.19 4?9 0 2 6 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: Describe Work: ❑Addition 500. ❑Alteration jNew Square Footage Of Work: ❑ Repair/Replace [r Demolition ?aid el. 6,334. • Submittal Fee $ 100 • CSC) Permit Fee $ \CS CCF $ t .Z0 CO /CC Notary $ 95 Training/Education Fee $ • 40 Technology Fee $ 437 Scanning $ 3.06 Radon $ Zoning Bond $ O ��Y3 •( Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4 " ' '41 n'S . (Continued on opposite side) STATE OF FLORID: DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Repair [ ]Abandonment APPLICANT: Guerra, Juan J. CENTRAX #: 13 -SG -20661 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 04 -1611- -N [ ]Holding Tank [ ] Innovative Other [ ]Temporary [ NA ] AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 518 NE 94 St Miami FL 33150 LOT: 9 BLOCK: 56 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 -014 -0960 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T A N K D R A I N F I E L D 1200 ]Gallons SEPTIC TANK 0 ]Gallons 0 ]GALLONS GREASE INTERCEPTOR CAPACITY 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS 714 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ Y ]BED MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] @ [0 ]DOSES PER 24 HRS #PUMPS[ 0 ] LOCATION TO BENCHMARK: 8.93' NGVD/ CL of NE 94 St ELEVATION OF PROPOSED SYSTEM SITE [ 5.2 ] [ INCHES BOTTOM OF DRAINFIELD TO BE [ 23.2 ] [ INCHES FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: OTHER REMARKS: [ N ]MOUND [ N ] [ N ] [ BELOW] BENCHMARK /REFERENCE POINT [ BELOW]BENCHMARK /REFERENCE POINT 72.0 ] INCHES 1- Install 1200 gals. category -3 septic tank equipped with an approved filter. 2- Install 714 sq. ft. of drainfield in bed configuration. 3- Replace the unsuitable soil in the site with 42" of slightly limited sand at the bottom, extended 12" wide as a. barrier all around the perimeter of the. required area. 4- Invert elevation of drainfield to be no less than 6.50' NGVD. 5- Bottom of drainfield elevation to be no less than 6.00' NGVD. 6- The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: Andre, Paul APPROVED BY: ummIllsolm DATE ISSUED : e 6/04/ 04 DH 4016, 03/97 (Obsoletes previous ( trIrk Number! 5744- 001 - 4016 -0) Miami -Da:ti Coun Health Deg.,' -rtent OSTDS Engineetin . ' ' action editions which may not be used) fostds cons 4016 -11 TITLE: TITLE: CHD EXPIRATION DATE: /2 ¢/05` Page 1 of 2 PAY TO THE ORDER OF A-LEAGUE CONTRACTORS, INC. SEPTIC PAVING AND DRAINAGE 11400 SW 88 STREET SUITE 205 MIAMI, FL 33176 PH. 305-256-0306 Miami Shores Village CONTINENTAL NATIONAL BANK OF MIAMI MIAMI, Ft. 33155 6419 63-B45/880 7/14/2004 "383.97 Three Hundred Eighty-Three and 97nov*************************************************************************** MEMO Miami Shores Village Juan J. Sierra- 518 NE 94 St., Miami, FL 33150 00064 Lciv I:06600945E2n « 5 Miami Shores Village Septic and Paving, Inc. DOLLARS 7/14/2004 Juan J. Sierra - 518 NE 94 St., Miami, FL 33150 6419 383,97 Juan J. Sierra- 518 NE 94 St., Miami, FL 33150 383.97 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2004 -199 Printed: 7/29/2004 Applicant: BERTA GUERRA Owner: GUERRA BERTA JOB ADDRESS: 518 NE 94 ST Contractor A LEAGUE CONTRACTORS, INC. Contractor's Address: 11400 N. KENDALL DR. SUITE 205 Local Phone: 305 -234 -5222 - Parcel # 1132060140960 Plumbing Permit Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 56 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -7648 Building Fee $175.00 FEE2004 -7649 CCF $1.20 FEE2004 -7650 Training and Education Fee $0.40 FEE2004 -7651 Technology Fee $4.37 FEE2004 -7652 Scanning Fee $3.00 FEE2004 -7653 Builders Bond $300.00 Total Fees: $483.97 Total Fees: $483.97 Total Receipts: $0.00 -?Jv Permit Status: APPLIED Permit Expiration: 1/8/2005 Construction Value: $1,500.00 Work: NEW SEPTIC TANK FOR ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Repair [ ]'Abandonment APPLICANT: Guerra, Juan J. [ ]Holding Tank [ ] Temporary [ NA ] CENTRAX #: 13 -SG -20661 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 04 -1611- -N [ ] Innovative Other AGENT: SA0990924, PROPERTY STREET ADDRESS: 518 NE 94 St Miami FL 33150 LOT: 9 BLOCK: 56 Suarez Guillermo SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 -014 -0960 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ D [ R [ A I N F I E L D 1200 ]Gallons SEPTIC TANK 0 ]Gallons 0 ]GALLONS GREASE INTERCEPTOR CAPACITY 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS 714 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ Y ]BED LOCATION TO BENCHMARK: 8.93' NGVD/ CL of NE 94 St MULTI- CHAMBERED /IN SERIES: [Y MULTI- CHAMBERED /IN SERIES: [Y Q [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] ELEVATION OF PROPOSED SYSTEM SITE [ 5.2 ] [ INCHES BOTTOM OF DRAINFIELD TO BE [ 23.2 ] [ INCHES FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: OTHER REMARKS: ] [ BELOW] BENCHMARK /REFERENCE POINT ] [ BELOW] BENCHMARK /REFERENCE POINT [ 72.0 ] INCHES 1- Install 1200 gals. category -3 septic tank equipped with an approved filter. 2- Install 714 sq. ft. of drainfield in bed configuration. 3- Replace the unsuitable soil in the site with 42" of slightly limited sand at the bottom, extended 12" wide as a barrier all around the perimeter of the required area. 4- Invert elevation of drainfield to be no less than 6.50' NGVD. 5- Bottom of drainfield elevation to be no less than 6.00' NGVD. 6- The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance wi 64E- 6.013(3)(f), FAC. SPECIFICATIONS BY:Andre, Paul �� _,�� TITLE: APPROVED BY: DATE ISSUED: 0640 4 to An ° -Dade County Health a epartment OSTDS Engin: •.g Sectibm TLE: Dade DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) toatda_cons_4016 -11 EXPIRATION DATE: j7/94/®,' CHD Page 1 of 2 m,TE pF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Guerra, Juan J. CENTRAX #: 13 -SG -20661 OSTDSNBR : 04- 1611 -N AGENT: Guillermo Suarez, A- LEAGUE SA0990924 LOT: 9 BLOCK: 56 SUBDIVISION: Miami Shores ID #: 11- 3206- 014 -0960 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 725 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1864 SQFT UNOBSTRUCTED AREA REQUIRED: 1429 SQFT BENCHMARK /REFERENCE POINT LOCATION: 8.93' NGVD/ CL of NE 94 St ELEVATION OF PROPOSED SYSTEM SITE IS 5.16 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 2.5 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 0 FT NGVD 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture Depth 10VR -4/1 -11 (:v Sand 0 tO 6 1nvR -5/2 -a BTT aravally 1nam 6 tO 72 to to to tO tO to USDA SOIL SERIES: 15 Urban land SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 10V12-4/1-11 (;Y Sand n to 6 lnvv -5/2 -0, RN aravally Ina m 6 tO to to to tO tO to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE60.00 INCHES [BELOW ] EXISTING GRADE TYPE: [PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:60.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING Replacement /0.70 DEPTH OF EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: Soil replacement required. SITE EVALUATED BY: Guillermo Suarez DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds_eval_4015 -3] DATE: 4/28/04 Page 3 of 3 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -945 Invoice Number: RF -8 -06 -25865 Applicant: JUAN AND BERTA GUERRA Company Name: Owner Address: 1045 10 ST #907 MIAMI BEACH, FL 33139 -5 Job Address: 518 94 Miami Shores Village, FL Date Payment Type Check Number Amount Friday, August 11, 2006 08/11/2006 Check 6829Q $390.75 Change $0.00 Total Payment: $390.75 Page 1 of 1 Issue Date: 8/11/2004 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/07/2005 Owner's Name: JUAN AND BERTA GUERRA Permit Type: Roof Work Classification: Roof - New Job Address: 518 94 Miami Shores Village, FL Contractor(s) KAWALEK ROOFING, INC Phone 786- 277 -9540 Primary Contractor Yes Comments: RE -ROOF 4300 SQ SPANISH S Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential 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. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Miscellaneous Fee Notary Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.00 $3.00 $17.50 $5.00 $332.50 $15.00 $8.75 $390.75 County Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -945 Phone: (305)757 -3111 1132060140960 Lot PB: Total Square Feet: 4300 Total Valuation: $ 14,650.00 Re • uired Ins ' ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF -8 -06 -25865 Total: Amt Due $390.75 aLl AUG 11 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. S- 3 7.2-- MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request V � A Date Type Insp'n Permit No. B -P Name ,�''` J Address ✓ `O f� /" % E Q Company c Phone # l� C — © f ,/ c70 Inspection Date Correction Re- Insp'n Fee �[7nCp MIAMI, SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Instion Request Date Type Insp'n if In p Permit No. _ 6)9 OL - .570- . Name 1 Q,L Address 3 l " �- _L" �f 3-)- Company Phone # Inspection Date 3 Approved Correction Re- Insp'n Fee 3O73 ''b MIAMI SHORES VILLAGE 64e. BUILDING IMPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n `_ice C am® Permit No. fir- 7 Name CC.e e K`'A- Address ----� LTA —s /06 Company Gj 4i,J l r le (< Phone # Inspection Date �Z - 2- "L- Correction Re- Insp'n Fee r U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No-' (311,3 Owner's Name. Job Address. Roofing Contr tor: Type of Tile: 9 Approximate Roof Height: Type of Access to Roof: Approximate Square Footage of Required Testis Force: 35 lbs. Date Tested. --210--10-C Gue- -" 441a a SITE SPECIFIC INFORMATION Permit # J o4 8 % feet Scaffolds Roof vt20 ft2 Testing Equipment: Chatillion 100 Ladder Date Installed: Roof Pitch: Other TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or 9 1 • 1, 26 ` j�0 51 76 2 fA_(P 27 U 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 . 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 ._,e.----° 70 95 21 46 71 96 23 47 72 97 23 , 48 73 98 24 5 49 74 99 25 50 75 100 IN ACCORDANCE WITH E CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL ' ST. THIS F1EP BMITTED BY: P.E. Civil Engineer Lab Certification # 98- 0608.04 -2,a —ed.-- State of FL Ce tificate Authorization # 4100 , 5t ' 4 /,k4.4 Cttoci2Vrn rtYUr.Rno CHECKED By $KET9, 4 OF ROOF, r111r 11 r1111r1111111 r11rrrrrllrrrr »rrrl■i1111 111111011111111111r11111rrrr11111rr1111111MMINIM IN rr111111111r11r111r11111r11111rr11111•1111r1111111rr11111r 111.111iI1111rrr11a11r1HUHUI l MEMIrrINME 1111111112111111E EZEMEMITMENIUMMINIMINIMMIN 0rr11111i1114M L/MMIi% I1r11111/1111111rr11r111 r111/1f 11■1MMIRsE [ �' .Irrr�rr�t »� ■r 111111111111111110111MMIMEMIlliiiiiiiiiIMMUMEMINE Maine Ilr1r111111rE1111rrlr111irr■ 111rrlllrMMIIII t c'' ■ IONNI1 A ■liMERiUUM -- .1111111moreau mom 11111111111111111111111111 ' JrI1Win MINIHNIMENIMI ■1 iIIMI L AIMENINWEMAr/ ■r■ /r■rrMIN mmeminum mu ■rr■cumm mINUIr■rr/re ■r /1NMEIMrlr M /NINI INIMI rrr /SrrIUME inalliiMMISIMMIVNVAIMURIMM rrrMIr -- L EELIM EEVAlrMr/ EMON 1111/11 ■111►a111111tirr /PARIERMI � MUMNI MI 1111■111111- jd 111111/1/10 ! Le11111M rrIrrr ■sIV?AMP rlrs nMU w ► iiMiiMiiii i i 111111111111/61PRIMUMMUMEMMINIMMUI INNEUNIMMIIMIIIMISIMUMUNIMIUMMI 111r1MUMMellrrearlrN��ii�Ni�iirrMUMIn 1111111rN 1111111111Itr111�i�1rl�i�ilrll�iU11ItM sMIr ■ ■11/01/ ■■MIMMEMIMMEMIMUNIU � ■�/11/t1.11111101rrr11r #111!»/ NOTES: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) q �1 ROT. IS Owner's Address 5 1 S f� " Jit+I\ City lv q &Wki $o re_Ntate F � Zip 3 3) 3 g Plumbing P Perm it No. 4eA. 619 Mechanical Phone # Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami -Dade Zip 3 3 ) 3 NO Contractor's Company N WA- 205 '76 ®� �` Phone # -0)q Contractor's Address d t 3 05 City 4 .p State FL zip (‘-(---1 Qualifier YekjAA A, IIIJ l .l el< State Certificate or Registration No. Certificate of Competency No. 1 J 3001/ 36 Z Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition Describe Work: 1L 114,6 S0 Square Footage Of Work: q3 00 ❑Alteration New iRep9fRep1ace ❑ Demolition -6X1 1111 in (e- /PM+ ,j Jh Halo ro rts Submittal Fee Notary $ F Training/Education Fee $ Scanning $ t 5p"'' Radon $ +�-41 Zoning Code Enforcement $ e"...® Structural Plan Review. $ * **** * ** * * **** * ** * * * * ** ** *** Fees******** ** * ** *a*** ** * *** * *** ** Permit Fee $ FO CCF $ CO /CC Technology Fee $ g© 7 ? Total Fee Now Due $ 740. 7 6. (Continued on opposite side) Bond $ -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip cable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 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 ,20by 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: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** ***************************** ******************************* p' ***+k************ <. k******+k*****%k***rt****** APPLICATION APPROVED BY: Cho 05 /13/03 SEP 2 8 zils Plans Examiner Engineer Zoning RECZENED j, , V3! 4 BULL - PERMIT APPLICATION FBC 2001 Miami Shores Village 01A-312_ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit N Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) `;C /V> ) l - Phone # Owner's Address '.5k C _ q'-{ S 1 ^ City— State ,p Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name RY G IC--- I - Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi ('A Square Footage Of Work: Type of Work: ❑Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: 'PCLb 4�c2 9.33 V F 3 ccA ****************************Fees****************** * * * * **** C Submittal Fee $ 5'o $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 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: ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Cho 05/13/03 1 Florida Building Code Edition 2002. High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process N Contractor's Name Cad "; &wit/ ( {'k_ Job Address 5.1q JVE 11011 l ' CJ Low Slope P ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile U Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ARE THERE ❑' Prescriptive BUR -RAS 150 GAS VENT STA ROOF • YES ❑ NO► OOF TYPE TYPE - NATURAL ❑ LPGX 0 iw Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) goo �4�a� Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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L_... rim ■s - silrimslrimr:r�: -- t■u ■i■�i.-=- _.,_.,m■m■m■usimsimpmu pmmmm■sspmummmpmsm. I■ su► U.■ ee■ mme�m umG Gm■■Cm ■ssm�lmralimm■mummummemma pmmirmea■mmmmmparmrmmm. IC:,::`Cii®ECemECmIC viui• u°■ iiiiiieuiui. ui: CE EE E�CECEuuu.uiuEEEECEECEEEEEEEE: rum.nirmau ■umrlimp■Gimmli smmm..e.mmesm■.mm ■m ■ mespmmm.emm ■m..m..mmreums■ ■mee. vilimummunpmms■ mss ■esi mps■■■m■i■ gimme■■ mummemmili■■pmsrlmms■mee■s■ ilm meep■ ,wm ___1 r rfl.. r." !'7iimmm emnam m■■■■ mm■ mm■■■ m■ mmmmm■■■ m ■rm ■ ■m■mmemum■ ■ ■eemmmmpmmmmem. er 1611 Florida Building Cods Edition 2002 h V • • Hurricane Zone Uniform hank Fonn. §SAWDSAL2p....1, Sloped Roof of S 9.0 Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment • . . 0 a component Is not. used,gentifyrNk) • • • • . System Manuradurer 103 —05o1 tr Fieti:ocoup.fRovi,s52..•_.(113:00 • edmeter: oo Lap, # Rows *Ye • so L • ; • • Design Wind Pressures, From RAS 1280, Calculations: FM/lairs Srl 3 1311q PmaK2: I Fmk Max. Design P the Sped& NOA SYsterc . . IDecicTypeikip° Gauge/Thickness: . • • •• AndlicitSese,Gst & No. of Pty(s): • • • • • • Insulation Bistetsier: \1,4Ls- eet 41) Fsstr -.tali a ati) ••.•.• Bititrulatitt s and Thickness: Base ima.lialhill.FisteneriBonding Waist . Top Insulation Layer . Topinsulation Size and Thickness:.. Top insulation Fastener/Mnding Material: Ewa stooge) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Pty Sheet(s) a No. 0 O.6 b•Comen.H.:oo(Dt.sp,8RoweACE:oc • Number of Fasteners Per insulation 'Board • .1v/./A-- • Field Perimeter ___Corner Illustrate Components Noted end Details as Applicable: • WoodblockIng, Gutter, Edge .Termination.- Stripping, Flashing, Contlnuoua Cleat, Cant Strip, Base FlashIng, Counter- Flashing, • 0,0V, Etc. WM:eta: Mean Roof Height, Parapet HeIght. Height of Base Fleshing, Component Material, Material Thickness, Fastener lrype,• Fastener. Spiking or Subndt Manufacturers 'Details that Comply with FtAS 111 and Chapter 18. 1170 !AF FMA041-Cle4 4/ Bi-+ i&p.A en • 3Y a-1W • will 11.-12.ri 1'031 • Ply Faste nding Material: pha 190 Top Fly: 6AF FR MO diiied P3H-tivvien To 12 ste r/ onding Material: . : Zoe 6 Surfachg: Qo • Ole e, jtfax, _ olida QPecr:600 #.7 el' POZ?/zit pio._`411CIZIAlg -142s 4.12cf 1 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Hot n _s o n Notice.of Acceptance Number: oa` 09 [ b 1 O Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: li b P2:J 00, b P3: IOO b � r Maximum Design Pressure . (From the NOA Specific System): t7 Lit 5 Method of tile attachment PO 1 y ED a• a cUek P , t) e Step Slowed Roof System Description Deck Type: Roof Slope: 3 :12 lXbV- ?v+ ype Underlayment nsulation: X30 Pe-t+ Nik Fire Barrier: Ridge Ventilation? astener Type & Spacing: dhesive Type: %l ),5, Nai LS ja lib ViiAphrf . ype Cap Sheet: Sh t : Mean Roof Height: ( 3 . 4 o I ae 1 oof Coverin -60 io 9 S "4A IV Vii' Type & Size Drip dge: 2%3A Jt'VJ ,1 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Metho . 3'tlplift Based Tile Calculations Per RAS 127 ". ( x cos 6: = Fri x cos 6: =F (P3: NOA F' Where to Obtain Information cos 6: =F Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 -98 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I = length w =width NOA All calculations must be submitted to the Building Official at the time of permit application. Page 5a SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been ex • lained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren• iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B 'Win Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring un is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner 1!f% ld notify the occupants of adjacent units of roofing work to be performed. ��•� _ • . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the opt' • o maintaining this appearance. ';' � 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origi a .1 r• • fang system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability- to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signatur \I\) cuA944uAzIDX Date Contractor's Signature applicable building code do not exceed the values listed in section 4 herein. The attachment BUILDING CODE COMPLIANCE OFFICE (OCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) Manson Roof Tilc d.b.a. Pioneer Concrete Tilc ;340 SW 34F Ave Deerfield Beach, FL 33442 SCOPE: MIA 4t -DADE COUNTY. FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FL,%CLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division: and accepted by the Board of Rules and Appeals (SORA) 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 Divisions (In Miami Dade County) and/or the A.1-1J (in areas other than Miami Dada County) resetvc 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 A:HJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOR , 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: Regal/Spnnlsh' S" I1 Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's ?same 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERININATION 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 shalt be cause for termination and removal of NOA. A►AVERTISEMENT: The NOA tiuEtlber 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 shell 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC TO 39/d NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval .Date: 12/19/02 Page 1 of 6 9 ?96G99S11E t''t :OI. b06c', /5L /E0 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Materials Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by H n Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acccptancd. For the Iocations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by ADDlicant Hanson, Regal / Spanish "S" II Tile Trim Pieces • Dimensions Length: 17 '/4" Width: 13 '/." %1" thick Length: varies Width: varies Test Specifications TAS 112 TAS 112 2A COMPONENTS OR PRODUCTS MANUFACTURED B Test Specifications, TAS 114 Tile Nails Min. lOdx 3" Appendix E #8x 2 W' long Tile Screws 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Fro act Dimensions Roof Tile Mortar ("TileTite ') Roof Tile Mortar ( "Quikrctce Roof Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") 10 3.0k1c1 N/A N/A N/A TAS 114 Appendix E TAS 123 TAS 123 TAS 123 • Product Description High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations, Y OTHERS Product Desc__,_ritttiott Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Man,Ltfas urer Generic (With current NOA) Generic (With current NOA) Bermuda Roof Company, Inc. (with (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 )'age 2 of 6 9Z969935O . 6£ : 9 T /60 Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip Sc. Fasteners N/A Factory premixed canisters Clips Min. 'A" width Min. 0.060" thick'? Clip Fasteners Min. 8d x 1 V4" 2. LIMITATIONS See NOA See NOA TAS 114 Appendix E Two - component polyurethane adhesive designed for adhesive sct roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Polyfoam Products, Inc. (With current iNIOA) Flexible Products (With current NOA) Generic (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance *with RAS 106 may be required, refer to applicable building code. 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 undcrlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 hcrcin. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underiayment 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 Hanson Regal/Spanish 'S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 118, RAS 119, and RAS 120. 4,2 Data For Attachment Calculations Z0 3ENd NOA Pro.: 02- 0916.09 Expiration Date: I2/16/07 Approval Date: 12/19/02 Pate 3 of 6 9296 999OC OT :0I t'00Z /9 t /C'0 Table 1: Aerod The X (ft ) Profile Batten Appilcation Pioneer 'S' it 0 287 rtamic Multi • -tiers - X ft . Tile Profile Pioneer Regal/Spanls h'S'li Table 2: Restorin 3": 12" Batten s .77 Direct, 8.34 Battens Moments due to Gray Direct Deck 8.20 7.49 M A.-00 1 Direct Deck pticatiotnj 0.311 ft -lb 6 ": 12" Direct Oil Deck a03 7.30 Direct Deck 7.83 Direct Deck 7.61 Table 3: Attachment Resistance Expressed as ,P tom rlt Mt ( s = -4 r ai 0 red 5" (Min. .19/32'" plywood) For Nall -On Tile Profile Fastener Type Hanson Regal/Spanish 2 -1Od Rin. Shank Nails ' 1 -1Od Smooth or Screw Shank Nail (rain 1' plywood) 28.6 5.1 2 -10d Smooth or Screw Shank Nails 1 ,#8 Screw 2 .#8 Screws 1 -1Od Smooth or Screw Shank Nail Field Cli 6.9 20.7 43,2 6.8 9.2 Battens 19.4 2.8 7.3 43.2 23.1 23.1 18.1 29.8 19.0 1 -10d Smooth or Screw Shank Nail Eave Cli 29.3 2 -10d Smooth or Screw Shank Nails Field Cli 2 -10d Smooth or Screw Shank Nails Eave Cli 27.6 38.1 29.3 27.6 38.1 2 -10d Rin• Shank Nails 24.0 38.6 41.8 33.1 48.1 45.2 1 Installation with a 4" tile headlep and fastemers are located a min. of 2W from head of tie. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -lbf) For Two Pa Adhesive Set S : terns Tile Profile Tile Application Hanson Regal /Spanish 'S' ll Adhesive Minimum Attachment Resistance 29.3" 2 See manufactures component approval for installation re uirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Palyfoam Product, Inc. Average weight per patty 8 grams. Z3 39Vd NOA No.: 024916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 9Z96 .99990E EE: it 000Z/9t /E0 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibt) For Single Patt Adhesive Set S stems Tile -Profile Hanson Regal/Spanish 'S' H Tile Application Pol oam Poi Pron.' Polyfoam PolyPrem Minimum Attachment Resistance 4 La a sad lacement of 63• rants of Pot Pro T" 66.5` 38.75 Medium paddy placements) 24grams of PolyPro Table 4B: Attachnitent Resistance Expressed as a Moment - Mf(ft -Ibf) For Mortar Set Systems Tile _ Profile_ Tile Application Mortar Set Attachment Resistance � 24.5 Hason RegaVSpahhish S' II 5. LABELING 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 ", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. sa 39Vd NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 9L.96999906 Cu. :0I t,002;/9t /6g PROFILE DRAWINGS REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE 66 3�Vd NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Pa ;t 6 of 6 9;a96G9993E tT :tai bGniGT /6 J 11AAi= 11 -t001 18:24 .FRO8-ABC SUPPLY 048' °tip io3 tt N 13108 FAT 954 •578 1042 • • ' 581 585 485T T -?78 • P.091/008 • 0-200 ;PQLYFbAUI PRODUCTS, INC. • ' ®002 �1Zt]�i�UCT �''ONVTROIr NOTILUFACcr2Ung Pelyroum Products,. Inc. 2499 Spring- Stucbvr Rood Spring ;TX .77383-102 Your application for Notice or Acceptance (NORM or: Two Component Polyurethene Poatm Adhesive under Chapter 8 of the Coda of Miami -Dade County governing the use orAlternate Materials And Types of `.. Construction, and completely described herein, has been recommended for acceptance by the.Mi1tizii -Dade: County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below, product or material at. any time from a,iobsite or manufacturer's plant for q lity contrrolhtesus ' It this product or material fails to'perrorm in the approved manner, testing.' if this use of such product or malarial immediately. BCCO reserves the.. ighttroeYreevvol e"thhiis app oval,, If Is determined by BCCO that this prodtfet.or material falls to meet the requirements of the South 'Florida Building Code, • MIAMt•DAUE COUNTY, FLORIDA. , ME tRO -DADS FLAC.4ER QUILDINQ UUILDINC CODS COMPUmCE OFFICR MarRO.D t)i: RAGUIR aun ..DINQ 140 wt3Sr- ,AGLOR STREET, Stine 1613 • MIAMI, moRt11A 33130.14 • (395)37349M FAX (30S) 37 $-2 • corniAr.roa LIMN/Pk LIMN/P ijiCIION (31183 3753357 FAX (SOS) 37S4/SS coNTRAOOR ENFolte tmleir I)IVMION 43003754m FAX 4163) 37S4 VIN rummer ette . DIVISION (30i) a7s4 FAX past 374)39 The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -0 EXPIRES: QS /1- .- 10/2000 Raul Rodrigo= Chief Product Control Division s Tut f: cow:a, HItET s : t DI . A1. P ..S Fn S 1. CONp1TIQtiS TIER Rut I.DINC CAF. & PRODUCT REVIEW COMMITTEE This application for Product Approval his been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set . forth above. APPROVED: oan4/2991 rrancisco i. Quintana. R.A. Director Minnsi -Dade: County Building Code Compliance Oftiee Ut0. 1,00011pc20401tcomplattx\notico pct mince corer Wrc,dot Interact tltuil oddrths: posrmnstcr (pbuildltlecodconllnc.com• 111 Ilemcpurt: ht tip : //www.bu1Idin9eodoontlne,rom ft 38-117204 10:24 .FROM-ABC SUPPLY 048 07723/01 KON 1308 FAI 964 678 1042 Le a,.. P•r d 11,0oiiNG AS5IEMaLY APPROVAL t • n yr • • Roaring Sub- Categrim Roof Tile Adhesive I_.lV itccrjOL; 1. SCOPE This approves Polypree A11160 as manulttcturcd by Polytustnt Products, Inc. as described In Section 2 of this Notice ol'Acceptnnce. For the locations whore the design pressure requirements. as determined by applicable building code. does not exceed the design pressure values obtained by calculations in compliance with Roofing Appllcation Standard RAS 127, for use with approved net, low, and high prate roof tits system using Polypro® AH 160. Where the Attachment calculations fit; done as a moment based system for single patty placement, and as an uplift based system for double patty systems Polyurethane 581 888.4667. 7-779 - P.002/008 F -260 i003 POLY'FOAi►1 PRODUCTS. INC. • ACCEPTANCE' No.: 91.05241 ApprovaI'Date:.iann 1+t.2!! Expiration Date: Mu 111 O 2. PRODUCT DESCRIPTION IKnnufactured by Appli Pant Polyprot91t-1160 Poamproab RTF1000 ProPack t 30 & 100 r R . Test mei1St_ irntT teu2 PA 101 Product Nadeau Two component polyurethane Dispensing Equipmeint Dispensing Equipment 2.1 Components or products manufactured by others: Any Wapiti-Dude County Product Control Accepted Roof Tile Assembly having n current NOA which list uplift resistance values w1111 the use of 1'olypro 411160 roof tile adhesive. 2.2 . Typical Physical Properties: Prnpe ly... Irjua Density ASTM D 1622 Compressive ASTM 1) 1621 Strength Tensile Strenbth • ASTM I7 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM 1: 46 Transmission Diincnsion;►1 ASTM 1) 2126 StahiIl y Resulta 14 IbSJ(t,' 18 PSi Parallel to rise 12 PSI Perpendicular to rise 28 P51 Parallel to rise 0.08 Lbs./Pt -- 3.1' Perm / Inch +0,07% Volume Change a 400 F.. 2 weeks q-6.0713 Volume Chan iiunnidity, 2 wcukr 1 Prank Zulonga. RRC Product Control Examiner • • 1-11 -2004 • 16 :21 FR0t -A$C • SUpPIY 048 •861 585 4657 7 -779 8.003 /008. 1.-260' 07/23/01 >t0N 1!.tel .FAZ. 954 .578 1042 !DU MAN PRODUCTS, INC. • .. MOJVU4 .• f2l4it„n Frodtucrs, Tnc. ACCEPTANCE No; : *P1 5J Note:. The.physical properties listed above are presented as typical average values na.dcteriuined by accepted ASTM teat methods nut are subject to normal manufacturing yarlatIon. 3; LIMITATIONS. 3.1 Fire classification is not pan or this acceptance. Refer to the Prepared RoofTilc Assembly for lire rating, 3,2 lsolypro;) AM 160 shall solely be used with flat; low, & high tilt profiles. . 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard f AS 120, 3.4 Roof Tile manufactures acquiring acccpttince for the use of Polyprotto AH160 roof tile adhesive with their tilt assemblies shall test in aceordancc with PA 101. '3.5 Roof Tile manufactures acquiring acceptance for two paddy placemc m.with the use of Iloiyprot 414160 roof tile adhesrvc with their tilt assemblies slialliest in accordance with PA 101 and with section 14.4 as modified herein, M5 INSTALLATION • 4.1 Polypro® AH160 may be used-with any roof tile.assembly having a cumin NOA that lists uplift resistance values with the use•of Polypro® AH160. 4.2 Polyprotgi AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rooftile assembly's adhesive attachment with the use of Polyprea) Ai4I60 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards AS 127. The adhesive attachment data is noted'in the roof tile.assembly NOA _ 4.3 Potyprod!) AM 160 roof tilt adhesive and its components shalt be installed in accordance with Roofing Application Standard RAS 120, and Polyfoarn Products, Inc, Poiyprot9 AI-1160 Operating Instruction and Maintenance Booklet. 4.4. Installation must be by a Factory Trained 'Qualified Applicator' approved .and licensed by Polyfoam Products, Inc. i'olyfoam Products. Inc. shall supply a list of approved Applicators to the at tllt]tity Ilavin,, jurisdiction. • 4.5 Calibration of the Foampro0 dispensing equipment is required before application of any adhesive. The. nix ratio between the "A" component and the "9" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13), 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. 4.4 Polyproe AI-1160 shali be applied with Poampro It'1'C 1000 or ProPackciD 30 & 100 dispensing equipment only. 4,7 Polyproe A1.1160 shall not be exposed permanently to sunli 3 Frail: Zutoaga, RRC Product Control Examiner aR-11 -2004 ' 16:25 PROM-ABC SUPPLY 048 07/20/O1 110N• 15:09 FAX 950 575 1047 Po-li roducts. ipc. 561.585' 465T •ruL'ir'uals rxuuur. o • AM . • T -TTO. P.004/006 . F -260 ACCEPTANCE No. ; •01- 0521.01 • 4.8 Tiles must be adhered in fleshly applied adhesive. Tile must beset within 2 to 3 • 'minutes after Polyproi AHIGO has been dispensed, 4.9 PolyprotiD Al-1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, • , Table 1: Adl eSive Placement For leach Ccnerie T!le Profile Tilet /rale Placement Detail 111 Single t'uddy Weight Miry. (proms) 33 ,' _ Two Paddy Weight per paddy Min: (gram.) N/A • Fiat. Loow, High Profiles _ High Profile (2 Piece Darrel) # 1 . I7/side on cap and NIA . Flat, Low. Hi (eh Profikl : -- Flat, Low. High Profiles #2 24 N/A • • N3 5. LABELING All Potypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERM1'T REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation or this system, • 4 V VW • Crank Zuloaga, Rt C Product Control Examiner IR-11 -2004 16:25 fR I AEC SUPPLY 048 07/23/01. VON OM FAL BJA Sze 1ua.Z ..PoINifoa a indacis, tnt: . 581'585 485T T -TT8. P.005/008. P -200 ruL• A i'l,.Ait►u�LL,'nu. • .. ,W aw ACCEtTANCE No.:: O1.Q521,02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner • 'f t 18-11 -2004 16:20 FROM -ABC SUPPLY 048 . . Of /23 /01 MMON 13:10 FAX 954 578 1042 . 1tProducts, Inc` 561 585 4657 7-770 P.008 /008 F-280 •' wow • POLYPOAN. PRODUCTS, INC.. • ACCEPTANCE ADHESIVE PLACEMENT DETAIL 2. SINGLE PATTY 6 Frank Zuloaga, RRC Product COMM! EXalninur • • R-11 -2004 ` 16.:25 FROM -ABC SUPPLY 048 0/48/01 MON 13:10 FAX 154 574 1042 • • .291k.fpinlyw ts. inc. Nall through plastic ccmcM 561 588 465T T -TT9• •P.00T /006 F -260. • WNW PRODUC`i'S.INC. �Ivas3. ACCEPTANCE No. ; ' ' 1c ADHESIVEiPLACEMENT DETAIL. 3. DQUI1LE PATTY . Paddy (between tile) teddy (under ua) Single addy wide Illy • SRO paddy Wyman Ma 2 M.i7In.aast as *I paddy am moo atdy Fasda Weaplala !an clout Qdp edge Nsli letellA plasticecnrcni ShVils 1ftd4y. bete can the 1 In. r 3 In. Singer Paddy vn Unndrdryfneet Single paddy cn lop of 1110 frit Come Eire Clove 7 to s Ile, Mane site paddy Para event only facia 7 trunk Zutotgo, itlt.0 Product Control E:xarincr P ✓ 4R-111004 16125 FROM -ABC SUPPLY 041 .67 /23,02 . gON 13: to F4.1 Itv4, Sze 14142 PtilYfotltn Products.I{nt:. 581 585 4857 7 -779 . P.O08 /008 F -280 ACCEPTANCE No.'; O1_0S1.oz • I. Renewal of this Acccptsncc (approval) shall be considered alter a renewal application has beam filed , and the original submitted documents, including test- sapportinm data, engineciing documents, arc no older than eight (8) years.. , Any and all approved products shall be permanently labeled with the nnanut:-tcturcr's nam, oily, stag:, and the following statement: "Miami -Dade County 'Product Central Approver, or OS specifically stated' in the specific conditions of this Acceptance.. 3, Renewals of Acceptance will not be considered lf: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with fife cosh: changes. b. The product is no longer the same product (identical) as the one originally approved, C. tf. the . Accept:utec holder has net complied with all the requirements of this.;acceptance, Including are correct instalatlon of tltoproduct. d. Thu engineer who originally prepared, .signed And scaled the required documentation initially submitted, is no longer practicing the engincering profession. 4. My revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has bran requested (through the filing of a revision application with appropriate ftc) and granted by this .orrice. ' Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of-any product, for soles, advertising or any other purposes, 6. The Notice of Acceptance number preceded by the words Miami -Dada County, Florida, and followed by the expiration date may be, displayed in advertising literature. if Any portion of the Notion of Atce:ptatcc is displayed, then k shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site: at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1 through.8, END OF THIS ACCEPTANCE Frank .Zuloaga. RRC Product Control Examiner M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PktODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUN'T'Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST 1"LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable ntles 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 Comtnitte. to be uved is /lianti Dade County and other arca.c where allowed by the Authority ]laving Jurisdiction (AHJ). 'Phis NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miatni 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 AID. 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 Miarni -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 lone of the Florida Building Code. DESCRIPTION: GAF Rubcroid® Modified Bitumen Roof System for Wood Decks. 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 NOA renews NOA #02 -0108.1(} and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03 -0501 .02 Expiration Date: 11/06/08 Approval Date:10 /23103 Page 1 of 32 ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES Or PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixlM 307 Primer) GAP Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixThi Fibered 305 Emulsion) . GAF Premium Fibered Aluminum Roof Coating (Matrix:'m System Pro Aluminum Roof Coating Fibercd 301) GAF Jetblack All. Weather Plastic Cement (Matrixam Standard Wct/Dry Roof Cement 204) GAFGLAS #750 GAFGLAS #80 Ultima" �' Buse Sheet GAFGLAS Flex PlyT 6 GAFGLAS Ply 40 GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRA'I'AVENT® Eliminator Perforated Dimensions 5, 55 gallons 60 Ib. Bags 1001b. bags 5 gallons Test 5peeification ASTM U 41 ASTM D 1863 ASTM 1227 Product Description Asphalt corictete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Shield© Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM 1) 2824 Fibered aluminum coating. 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide • 39.37" (1 meter) Wide ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM ID4601 ASTM D 2178 ASTM D 2178 AS'1'M D 3909 ASTM D3672 AS 1'M I) 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GAFF GLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - Weld"' Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROIDO SBS Heat - We1 dT'M 170 FR RUBEROID® SBS Heat - WeldT" PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base. Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeldTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUl3ERO1D 141OP 17OFR RUBEROID MOP FR RUI3EROID TORCH Smooth Dimensions various 39.37" (I meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (I meter) Wide 1 sq. roll 87 Ibs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type 11, UL Type (32 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM 1) 6164 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SAS - modified base sheet Fiber reinforced, rubberized Adhesive Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer- rodified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03.0501.2 Expiration Date: I1/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule Dimensions 39.37" (1 meter) Wide RUBEROID TORCH PLUS 39.37" (1 meter) Wide RUBEROID TORCH FR RUBEROID 170112 TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRAC ©SBS RUBEROID® Dual FE . Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixIm System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle - MateTM Undcrlayment Tile -Mate Modified Rase Sheet 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons 1001b. cartons, bulk 60 lb. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, 11, III and IV Product Description Heavy duty, polyester reinforced, asphalt modified. bitumen rnt:.nbrane, granulh•. surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass inat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- ftbered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEI3S modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5141 SI3S modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MTI +(Matrix 715 MB Coating) WeatherCoteT% (Matrix. 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®M13) Matrix 201 System Pro SITS Flashing (Ruberoid ®MB) Matrix 102 Select Si3S Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non Fibered RUBPROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. Test Specification ASTM D 5147 ASTM D 5147 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type 111 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified. SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibcred. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 171084108 Approval Date:10/23/03 Page 5a32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAI~ I'EMP® Fiberboard GA1 . EMP® Permalite GAFFEMP GAFCANTT" GAIL UEMP Permalite Recover Board GAFIF..MP GAFEDGETm Tapered Edge Strip (BMCA) GAFTEMP ® High Density Fiberboard IIMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC'Foatn I, II & Composite ISO 95+ ISO 9S+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Pcdite Insulation Dens Deck E'NRG'Y -2 & E'NRCT Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23103 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. Product Name TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation GAFTTTE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFT1:d'E® (Drill -Tec ®) ASAP GAPTITEC (Drill -Tec®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Trill -Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex. Plate Dekfast Lock Plate #12 Roofgrip Fasteners 1VIeta1 Plate 11. Gearlck Plastic Plate Glasfast Fastener . TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFT1'1'i: Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypiopylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Material s Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/z" GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners 2 7 /8" x 3 1/4" 3" x 3 'A" 3" round 3" square 3.2" Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. JU1nxs Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10 /23/03 Page 7of32 ► APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. TABLE 3 Product Product Name Description Olympic Fastener #12 & Insulation fastener #14 Olympic Fastener ASAP Pre - assembled Insulation fastener and plate Olympic Polypropylene Polypropylene plastic plate Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate 3.5" round galvalume A7.55 steel plate 3" routed galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 20. Insul -Fixx P Plate 3" round polyethylene stress plate 21. Tru-Fast Insulation fastener for steel and wood decks 22. Tru -Fast Plates 3" round galvalume AZ55 steel plate 23. Tru-Fast Plates Polyethylene plastic plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Current Insulation Attachment Requirements Factory Mutual Research Corp. FMRC 4470 = PA L 14 Test Identifier Trinity Engineering Wind Uplift PA 114 PRI Asphalt Technologies, Inc. IItT of S. FI. IRT of S. FI. GAF- 020 -02 -01 02-005 02-014 Dimensions 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Description FMRC 1996 Manufacturer (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Ivtanufacturing Group, Inc. SFS /Stadler J.I. 1B9A8.AM J.I.3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. lle�te 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03-0501 .02 Expiration Date: 11 /06400 Approval Date:10/23103 Page 8 or 32 Membrane Type: SIBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultimam Base Sheet, STRATAVENI U Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Neat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFOLAS® Ply 40, GAFGLAS Flex Ply 6, AF_ GLAS #'1S Base Sheet or any Options: of above Rase sheets attached to deck with approved annular ring shank nai s and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --#5 p , See General I.iritc:tion #7) GAFGT..AS® Ply 40, GAFGLAS Flex Plymt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-MC (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • (hlaxinuun Design Pressure —45 psf; See General Limitation #7) GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52'5 f See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec ((AFTIT13) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAITJTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (il'luxirnurn Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base, sheets attached to deck with Dri 11 -Tec (GAFTITE) # 12 or #14 Screws and 3" Plates, 8" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General A,. Limitation #17) PIy Sheet: (Optional) One or Ill= lies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smoot 1 or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 l bs. /sq. NOA No: 03 -050 3.02 Expiration Date: 11/0 ti /QS Approval Date:10/2 z /03 Page 26 04 32 , Membrane: Surfacing: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule; Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladht SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROIDO Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladm SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MI3 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Mntrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above NOA No: 03- 0.501.02 Expiration Tack: I 1 /06/03 Approval Date:10/23 /03 Page 27 of 32 WOOD DECK SYSTEM. LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or ,anchor sheet. 2. Minimum 14" Dens Deck or' /s Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may he installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum 64esign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F' value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attacluuent of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard .TEAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attaclunent and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shalt be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END) OF 'MIS ACCEPTANCE NOA No: 03- 0501.02 Expiration bate: 11/06/98 Approval I)a te:10 /23/03 Page 32 of 32 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers Type G1, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isucyanurat:e composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of lype G2 or G3. Ply Sheet (Optional): One or mure Layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or mure layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1-3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. miry. Base Sheet (Optional): One or more layers of Type 61, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, per lite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane • composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9.• Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass tiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. ' .! Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gal /sq. 4 1. Deck C -15/32 Iodine: 1/2 Insulation: Isocyanurate. 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or mote tayers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Pty Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or -GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MA ROOF COVERING MATERIALS (TEVi) 135 12. ROOFING SYSTEMS (TGFU).— Continued Deck: C -15/32 Incline: 172 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "I'ty 6 ", hot mopped in place. Mernbrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or "Ply 6" hot mopped 111 place. Membrane: "Ruberoid Torch PR.' (granule). Surfacing (Optional): "GAF Fibered Aluminum Coaling" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Jsocyanurate, wood tiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 475 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Pty 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gat /sq nr 0 GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more tayers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberaid Mop 170 FR" (granule). s. Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of r',rpe G -1, hot mopped in place. Membrane: One layer of "Rubernid Torch" or " Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Pertite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 51, hot slopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Pertite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type 6 -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ",. "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): Ono or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot ;'sopped or adhered with Karnak ChemI' at Co. "No. 81" or Gibson -Homan 'No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160" cold applied adhesive at 1 -1/2 gat /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Potyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. RK ON PRODUCT June 4, 2004 Mr. Curtis Craig Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 :.Re: Guerra Residence and Addition 518 Northeast 94th Street Miami. Shores, Fla. Inspection of reinforced masonry Dear Mr. Craig.,, This .letter WUT' °sere; reinforce l ` Masonr' perfa b. the arc. E. M. Mora — Architects, Inc. Eusebio M. Mora ARCHITECT s, confirmation that we will perform the inspection for the e above referenced residence. These inspections will be 'cord. lease do not hesitate to contact us. 6761 Southwest 68th Terrace • Miami, Florida. 33143 • (305) 740 -5185 1 FORM 600A -2001 FLORIDA ENERGY EFFICIENC FOR BUILDING CONSTRUC Florida Department of Community Affairs Residential Whole Building Performance Meth Project Name: Guerra Residence Builder r Address: 518 Northeast 94th Street Perm�iytting Oy�ftic� e: /Cit�y,,,, State: Mr. FL C Guerra Permit Number Owner: Mr. & Mrs. Fand'iiio Guerra Jurisdiction Number. Climate Zone: South = -� 1. New construction or existing 2. Single family or multi- Jbmily 3. Number of units, i€ multi-family 4. Number of rips 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab-On -Grade Edge Insulation b. Slab- On-Grade Edge Insulation c. N/A 9. Wall types a. Comae, Int Instil, Exterior b. Frame, Wood, Exterior c. N/A d NIA 10. N/A 10. Ceiling types types a. Under Attic b. N/A c. N/A 11. Darts a. Sup: Um Ret: Unc. AH: Interior b. N/A Addition _ Single family _ 1 _ 3 . , - 15 : ,, i 2 Single Pane r,; ::: • .,:,- - 207.4 IF 0.0 $2 _._ 0.0 IP 0.0 ft2 _ 0.0112 0.0 ft2 _ R=).0, 138.0(p) 11 _ R.=19.0, 138.0(p) ft - _ ' _ R=5.0, 5 .4112 - R =5.0, .6 ft2 _ __ 819.0,1080.0112 _ - Sup. R 0, 38.0 ft - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c N/A 14. Hot w m water syste a. Electric Resistance b. N/A c. c. %Cr�onnseervaatiioyn coedits (HR Heat recovery, Solar DHP-Dedicated heat pump) 15. RVAC (CF- Ceiling fan, CV -Cross ventilation, HF- house fan, FT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H Multirone heating) .. - , Cap- 34. % k8inthr _ You • 12.1 r - _ - Cap: 5.0 k8tu/br - COP: 1.00 - ! _ - - Cap: 66.0 galknus _ E1: 0.90 _ - - - Glass/Floor Anew: 0.13 Total as -built points: 25450 Total base points: 27083 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Co OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Fnarnvi,atinmi NVrcinn• FI R(:PR v3 301 ' FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details } ADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPUANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE REQUIREMENTS Exterior Wmdows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.it window area; .5 cfmisgtt door area. Comply with efficiency requirements in Table 6 -12. Switch or clearly marked &cult breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Exterior & Adjacent Wad 606.1 ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrowsfing wall; foundation & wall sole or :,' plate; joints between exterior wall panels at comers; ugly penetrations; between wan panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous irttfltration barrier is installed that extend from, and is sealed to the foundation to the top plate. 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 %. Floors 606.1.ABC.122 Penehationslopenings >1/8" sealed unless backed by tees or joint members. EXCEPTION: Frame floors where a continuous intration barrier is installed that is sealed to the perimeterzpenetrations and seams. /' �/ Ceif ngs 606.1 ABC.12.3 ' Between walls & cep; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top per; attic access. EXCEPTION: Frame cams where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. v % 1 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: r BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 66.0 0.90 As -Built Total: 3 100 2316.36 1.00 6949.1 6949.1 PASS Fnarnv(ai,npTM fl(A Fnrm RIMA -9011 Fnpravromnp/FIaRF.R,M11 Fl RelDR vR iQ CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 18835 1142 7107 27083 14957 3543 6949 25450 PASS Fnarnv(ai,npTM fl(A Fnrm RIMA -9011 Fnpravromnp/FIaRF.R,M11 Fl RelDR vR iQ FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 1820.1 Winter As -Built Points: 3116.0 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1820.1 0.6274 1141.9 3116.0 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 3116.0 1.00 1.137 1.000 1.000 3543.3 3543.3 FnarnvArman a nr:A Fnrm RflflA -2(101 FnprnvArki,nw&1/FIaRFR 9(1111 Fl RC.PR v3 i0 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: ' BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point. .18 1684.0 2.30 672.9 Single, Clear Side, Clear Sege, Clear Single, Clear Single, Clear Single, Clear Single, Clear Side, Clear Single, Clear N 2.0 5.8 36.8 6.03 0.99 W 2.0 17.0 18.5 5.49 1.00 W 2.0 19.0 18.7 5.49 1.00 W 2.0 5.8 18.6 5.49 1.00 W 2.0 5.8 26.0 5.49 1.00 W 2.0 5.8 18.7 5.49 1.00 S 2.0 5.8 37.4 4:49 1.05 S 2.0 19.0 18.7 4.49 0.99 E 2.0 5.0 14.0 4.77 1.04 2192 101.4 102.5 102.4 142.9 102.7 177.0 83.6 692 As -Built Total: 207.4 1101.1 4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Irt lnsul, Exterior 5.0 2552.4 0.90 22972 Exterior 2759.0 0.60 1655.4 Frame, Wood, Exterior 5.0 206.6 1.29 265.6 Base Total: 2759.0 1655A As -Built Total: 2759.0 2562.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Insulated 18.0 1.80 32.4 Exterior 18.0 1.80 32.4 Adjacent Insulated 20.0 1.30 26.0 Base Total: 38.0 58.4 As -Built Total: 38.0 58.4 CEIUNG TYPES Area X BWPM = Points s Type R-Value Area X WPM X WCM = Points Under Attic 1080.0 0.10 108.0 Under Attic 19.0 1080.0 0.14 X 1.00 1512 Base Total: 1080.0 108.0 As -Built Total: 1080.0 1512 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 276.0(p) -2.1 -579.6 Slab -On -Grade Edge Insulation 0.0 136.0(p -2.10 -289.8 Raised 0.0 0.00 0.0 Slab -On -Grade Edge Insulation 19.0 136.0(p -2.70 -372.6 Base Total: -579.8 As-Bunt Total: 276.0 -682.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1584.0 -0.06 -95.0 1584.0 -0.06 -95.0 Fnprm,( ,rune f CA Fnrm RAnA -2nf1 FnarnvSarrnn6el/FfiRFR'9ntM Fl RC:PR VA AA FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 44150.4 Summer As-Built Points: 46785.4 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44150.4 0.4266 18834.5 46785.4 1.000 (1.073 x 1.165 x 0.90) 0.284 1.000 149572 46785.4 1.00 1.125 0.284 1.000 14957.2 Fner4wCi,,npTM nnA Form AAAA -9AA1 Fnornvtlannp/FirRFR%AA1 F1 RC PR v'i RO 1 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 518 Northeast 94th Street, Miami, FL, PERMIT #: Fnarnvf3annadR rlr:A Fnrm rir10A -7001 FnvrnvnannnOWFIaRFMM1 Fl PC PR v3 30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1584.0 32.50 92664 Single, Clear N 2.0 5.8 36.8 36.46 0.90 1206.3 Single, Clear W 20 17.0 18.5 70.53 0.99 1297.3 Single, Clear W 2.0 19.0 18.7 70.53 0.99 1312.1 Single, Clear W 2.0 5.8 18.6 70.53 0.85 1120.4 Single, Gear W 2.0 5.8 26.0 70.53 0.85 1562/ Single, Clear W 2.0 5.8 18.7 70.53 0.85 1124.0 Single, Clear S 2.0 5.8 37.4 66.93 0.79 1967.1 Single, Clear S 2.0 19.0 18.7 66.93 1.00 1245.6 Single, Gear E 2.0 ' 5.0 14.0 78.71 0.81 890.9 As -Bunt Totem: 207.4 11728.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 2552.4 2.00 5104.9 Exterior 2759.0 2.70 7449.4 Frame, Wood, Exterior 5.0 206.6 4.71 974.0 Base Total: 2759.0 7449.4 As -Bidlt Total: 2759.0 6078.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Exterior Insulated 18.0 6.40 1152 Exterior 18.0 6.40 1152 Adjacent Insulated 20.0 2.60 52.0 Base Total: 38.0 167.2 As -Bunt Total: 38.0 1872 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1080.0 2.80 3024.0 Under Attic 19.0 1080.0 3.72 X 1.00 4017.6 Base Total: 1080.0 3024.0 As -Built Total: 1080.0 4017.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 276.0(p) -20.0 - 5520.0 Stab -On -Grade Edge Insulation 0.0 138.0(p -20.00 -2760.0 Raised 0.0 0.00 0.0 Slab -On -Grade Edge Insulation 19.0 138.0(p - 16.00 -2208.0 Base Total: -5520.0 As -Burst Total: 276.0 4988.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1584.0 18.79 29763.4 1584.0 18.79 29763.4 Fnarnvf3annadR rlr:A Fnrm rir10A -7001 FnvrnvnannnOWFIaRFMM1 Fl PC PR v3 30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. Mr. & Mrs. Fandifo Guerra, 518 Northeast 94th Street, Miami, FL, 1. New c onstmction or existing Addition 2. Single family or multi- family Single family - 3. Nubs of units, if multi - family 1 - 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 1584 112 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 207.4 ft2 0.0 ft2 - b. Clear - double pane 0.0 112 0.0 112 c. Tint/other SHGC - single pane 0.0 ft2 0.0 112 - d. Tint/other SHGC - double pane 8. Floor types _ a. Slab -On - Grade Edge Insulation R=0.0, 138.0(p) 11 - b. Slab-On -Grade Edge Insulation R=19.0, 138.0(p) ft - c. N/A 9. Wall types - a. Concrete, Int Insul, Exterior R=5.0, 2552.4 ft2 - b. Franc, Wood, Exterior R =5.0, 206.6 ft2 - c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 1080.0 ft2 - b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 38.011 - b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance 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- 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 - es. Builder Signature: Date: Address of New Home: 515 tJE 94 sr City/FL Zip: M iAM j N Ope5 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a USEPA/DOE EnergyStar'designation), 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 wt vw.fsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Communaly Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) Cap: 342 kBtu/hr - SEER 12.00 - Cap: 5.0 kBtufhr - COP: 1.00 Cap: 66.0 gallons - EF: 0.90 Residential System Sizing Calculation Summary Project Title: Guerra Residence Mr. & Mrs. Fandifio Guerra 518 Northeast 94th Street Miami, FL Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) ^� Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 24750 Btuh Total cooling load calculation 33191 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 202 5000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 90.7 25650 174.3 8550 103.0 34200 WINTER CALCULATIONS er Heating Load for 1584 Load component Load Load Window total 207 sqft 4771 Btuh Wall total 2759 sqft 9311 Btuh Door total 38 sqft 383 Btuh Ceiling total 1080 sqft 1296 Btuh Floor total See detail report 5134 Btuh Infiltration 106 cfm 2677 Btuh Subtotal 0 23572 Btuh Duct loss 1179 Btuh TOTAL HEAT LOSS Internal gain 24750 Btuh Summer Cooli ng Load for 1584 SUMMER CALCULATIONS Load component Load Window total 207 sqft 11809 Btuh Wall total 2759 sqft 6491 Btuh Door total 38 sqft 403 Btuh Ceiling total 1080 sqft 2484 Btuh Floor total 0 Btuh Infiltration 93 1528 Btuh c fm Internal gain 3000 Btuh Subtotal(sensible) 25714 Btuh Duct gain 571 Btuh Total sensible gain Latent gain(infiltration) 28286 Btuh to Latent gain(intemal) 1380 Btuh Total latent gain 4906 Stub TOTAL. HEAT GAIN 33191 Btuh EnergyGauge® Syste PREPARED BY: DATE: EneravGausie® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Mr. & Mrs_ Fandifio Guerra Project Title: 518 Northeast 94th Street Guerra Residence Miami, FL Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F Code Only Professional Version Climate: South 3/10/2004 Window Panes/SHGCIFrame/U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 36_8 23.0 846 Btuh 2 1, Clear, Metal, 1.00 W 18.5 23.0 426 Btuh 3 1, Clear, Metal, 1.00 W 18.7 23.0 430 Btuh 4 1, Clear, Metal, 1.00 W 18.6 23.0 429 Btuh 5 1, Clear, Metal, 1.00 W 26.0 23.0 598 Btuh 6 1, Clear, Metal, 1.00 W 18.7 23.0 430 Btuh 7 1, Clear, Metal, 1.00 S 37.4 23.0 860 Btuh 8 1, Clear, Metal, 1.00 S 18.7 23.0 430 Btuh 9 1, Clear, Metal, 1.00 E 14.0 23.0 322 Btuh Window Total 207 4771 Btuh Walls Type R-Value Area X HTM= Load 1 Concrete - Exterior 5.0 2552 3.3 8423 Btult 2 Frame -Exterior 5.0 207 4.3 888- Btuh .Wail Total 2759 9311 Btuh. Doors Type Area X H1111= Load 1 Insulated - Exter 18 10.8 195 Btuh 2 Insulated - Adjac 20 9.4 188 Btuh Door Total 38 383Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 19.0 1080 1.2 1296 Btuh Ceiling Total 1080 1296Btuh Floors Type R Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 138.0 ft(p) 18.6 2567 Btuh 2 Slab -On -Grade Edge Insul 19 138.0 ft(p) 18.6 2567 Btuh Floor Total 276 5134 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 15840(sqft) 106 2677 Btuh Mechanical 0 0 Btuh Infiltration Total 106 2677 Btuh Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 23572 Btuh 1179 Btuh 24750 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U -Factor or 'DEP for default) (HTM - ManualJ Heat Transfer Multpter) Key: Floor size (pedmeter(p) for slab -on -grade or area for all other floor types ) EneravGauaee FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Mr. & Mrs. Fanditio Guerra Project Title: „ 518 Northeast 94th Street Guerra Residence Miami, FL Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 3/10/2004 Window Type PanesISHGC/URnSh/ExSh Out Overhang Len Hat Window Area(soft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, N, N N 2 5.83 36.8 0.0 36.8 27 27 111uuuuuu 2 1, Clear, 1.00, N, N W 2 17 18.5 0.0 18.5 27 85 3 1, Clear, 1.00, N, N W 2 19 183 0.0 18.7 27 85 4 1, Clear, 1.00, N, N W 2 5.83 18.6 0.6 18.0 27 85 5 1, Clear, 1.00, N, N W 2 5.83 26.0 4.7 21.3 27 85 6 1, Clear, 1.00, N, N W 2 5.83 18.7 0.7 18.0 27 85 7 1, Clear, 1.00, N, N S 2 5.83 37.4 37.4 0.0 27 44 8 1, Ctear, 1.00, N, N S 2 19 18.7 18.7 0.0 27 44 9 1, Clear, 1.00, N, N E 2 5 14.0 1.5 12.5 27 85 Window Total 207 Walls Type RValue Area HTM Load 1 Concrete - Exterior 5.0 2552.4 2.2 5615 Btuh 2 Frame - Exterior 5.0 206.6 42 875 Btuh Wall Total 2759.0 6491 Btuh Doors Type Area HTM Load 1 Insulated - Exter 18.0 10.6 191 Btuh 2 Insulated - Adjac 20.0 10.6 212 Btuh Door Total 38.0 403 Btuh Ceilings Type/Color R -Value Area HTM Load 1 Under Attic /Dark 19.0 1080.0 2.3 2484 Btuh Ceiling Total 1080.0 2484 Btuh Floors Type RValue Size HTM Load 1 Slab -On -Grade Edge Maclellan 0.0 138.0 ft(p) 0.0 0 Btuh 2 Slab -On -Grade Edge Insulation 19.0 138.0 ft(p) 0.0 0 Btuh Floor Total 276.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 15840 92.6 1528 Btuh Mechanical 0 0 Binh Infiltration Total 93 1528 Btuh IInternal I gain Occupants Btuh/occupant 6 X 300 + Appliance I Load 1200 3000 Btuh Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Fandifio Guerra Project Title: Code Only 518 Northeast 94th Street Guerra Residence Professional Version Miami, FL Climate: South 3110/2004 Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent occupant gain (6 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 25714 Btuh 2571 Btuh 28286 Btuh 3528 Btuh. 1380 Btuh 0 Btuh 33191 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), BlInds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation)