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RC-09-1806Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: NONE Date Issued Occupancy R-3 Load Occupancy 300 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE • • 4., 17,7 ,;:.?Yr, -u .--" . #,.i •.,��?.?. .< r_:,€tip„r f „n �". ._'Y S' +,� i., *.. Permit Number: RC -11 -09 -1806 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169283 Inspection Date: January 30, 2012 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Garage Enclosure Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments CONVERT GARAGE INTO A FAMILY AND LAUNDRY ROOM. MODIFY WINDOW ZIZE AND CONVERT IT TO A FRENCH DOOR. AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 Passe / /,F Inspector Comments e9,____ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 27, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 khdoct -661,a A■ Miami Shores Village Building D ep artment 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 FBC 20 MI 1%Ja u d 2009 B� ' is s�a�sbo Master Permit No. Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Ti tleholder ) 4rAtAA:3)`e-kf\c"k../ � hone # � 1,6's � � � b Owner's Address 2A ox ri 7 >5Z5l „O5 City (6 -.-LVL C. 514,tyce5State 1-- Zip " j ` U� Tenant/Lessee Name 13 ( A Email Abc‘A ; j VIA.OVI/L. t4 E'_ f . C, t -- Job Address (where the work is being done) Z City Miami Shores Village County Miami -Dade FOLIO / PARCEL # f t 3 2 r ® p 0 13 / O Is Building Historically Designated YES NO Phone # Contractor's Company Name Contractor's Address Zip kifIle- °War Phone # Flood Zone NI� City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) C3 V ". Phone # 3 )5 .6 3 tk 8 Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Dsvt.v Square / Linear Footage Of Work: 3 be) 4 ['New ❑ Repair/Replace [.Demolition c`11M- II.-- A..G Lt aA a. Aa. 43- a.d_A /77 . _ -- J1 � t *1 W*W *W,-m * * * *s if*W * *W*-*W **:e *Fe te, .** * *** * * * * * * *- 4k* *x * * * * * * * * * ** ** *0.x * * * *.x --» -1 _ 1-- ,. • h 9 Submittal Fee $ ! Permit Fee $ Notary $ • ' DO Training/Education Fee $ Scanning $ ,24 '00 Radon $ 1j •3tJ CCF $ DPBR $ Double Fee $ Violation date: Structural Review. $ 6 f ' "p 60' #'v' $ /2.» r* CO itO Technology Fee $ 1' . Bond $ Total Fee Now Due $ r)(p • 00 See Reverse side -a Bonding Company's Name (if a'-p.� Bonding Comp l Mortgge Lei Mortgage _.en m a r Application -i comment td construction i WELLS. PO OWNExa'S applicabii !a «Wal1_:1� CO3`i'krl+� IMPO�( FIN ANC RECOR� Notice to Apo promise in g whose property is subject to attachment. ` Also, a certified copy of th rut u ,totice of commencem for the first inspection which occur seven (7) days after the building permit is issued. In the a inspection will not be approve nd a ins » n fee will be charged. Signature The fore day of who is NOT Sign: Print: My Commission Expires: nt must sence of istallation has ws regulating ING, SIGNS, dance with all ICE OF E FOR OBTAIN BEFORE kpplicant must to the person e posted at the job site uch posted notice, the re me this 02, Contractor The fo egoing instrument w,as abknowledg- a 'afore me this day of , 20 , by rsonally known to me or who has produced i. personally known to me or -who has produced as identification and who did e an oath. UBLIC: ientification and who did take an oath. NOTARY PUBLIC: , 1Q g 44. it • Q��G"Prin tj 4es „P My Commission Expires: c tom° ************** * ** * * *** * * * * * * *x * * * * * * * ** * * ***+ * * * * * * ** * * * * * * * * * * * * * ** *** q� 9a APPROVED BY )244 ZV i /v� �f M J cans Examiner m� %p Engineer (Revised 07 /10 /07XRevised 06/10/2009) Zoning Clerk checked T-fNJ Ee1ZlI 1'A Miami Shores Viiiage uilding Department • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETIO.N) 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. '<i Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment- original)1 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). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect ( on masonry, special structure, etc) v ❑ Backflow preventor certificate (Required on commercial projects only) '❑ Certificate of use. (Recorded in Miami -Dade Clerk of Courts) 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 • .FN 201 280039061 OR 'ECORDED 01/19/2012 ARVE'Y WON r i :LERK. AST PAGE PREPARED BY:L / J r r DECLARATION OFITv 11111i1 lilt1 111110111111111111111 11111 11111111 Br, 27966 Ps 2066; t1as 12 :34 :19 OF COURT, MIAMI —DADE CDUHTYr FLORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 STATE OF FR©RIDA, COUNTY OF DACE _e___?—HEREBY CERTIFY that this is rpf! a! Me y uriginei Anti in ihis N., at a`�J` ✓//� AD2 4 hend OM* Seat RUV114, CL"' 09 her =:: - ore Canty Coes 7`00 D.C. BY KNOW ALL MEN BY TI EE PRESENTS: WHEREAS, the undersigned9iy is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: ` ) p/L1ft$0 / / .7 z O i. a %le/ j. Lot(s) ,7 Block 3 of /PM (riy e 5%?D . (Subdivision), according to th ,�esplaatt thereof, as recorded in the Book j Page of the Public Records of Miami -Dade County, Florida, (address) �{'3 4e- e f `« a I L 9 WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. - That the Property will -not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shalt be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this day of dall °Kt- WI S ES) PA Signature -1714-bier- Signature and Print no and Print STATE OF FLORID COUNTY OF MIAM I HEREBY CERTIFY that on this day personally appeared before me L— (type of identification) as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, for Signature and Print hv� 0-0r904 who is personally known to me or has produced purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this My commission expires: day of , 20Oj '. NOTARY PUBLIC, STATE OF FLORI MIAMI•DADE Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 www.miam idade.gov /building COUNTY ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: f ,C ( ,c �o Job Address: 'Z. kixe$ R--- Project Name: MilMUMIRIA STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation famished and installed has the characteristics shown below: (check only applicable boxes). D) `1 �J % Exterior CBS Walls Insulation: R- , f.(Min.): Material: V/ % (Lt� /t ( e 2 4) R. (' / Thickness: inch (es): Density: �f�lbb /ft: MfgrAr — o /` GCY .Pd' 1- y L� 2) Exterior Frame/Metal Stud�Walls: R- M"ri 'ivy �' ^ Pr It �/ ( - vez8 ° 1 �° ( i .). atenal: Thickness: inch (es): Density: lb /ft: Mfgr: 0 3) Exterior solid concrete walls: 'R- (Min.): Material: Thickness: inch (es): Density:. lb /ft: Mfgr: 0 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: ; Thickness: inch (es); Density: , - lb /ft 0 5) MULTI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls,to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. 0 6) Ceiling insulation R- (Min.); Material: Thickness: ' inch (es): Density: lb /ft: Mfgr: 0 7) Walls, partitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC). of not less than 50 (penetrations must maintain the required rating). 0 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (IIC) rating of not less than 50. Make photocopies of this sheet in your office, as required for future jobs. AP Installed by, Insulation Contractor CC# D.C./Builder: Company Name Building Contractor CC #: G.C./Builder's Signature Date Certified: Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02 -26 -2009 'VISION 7 072■0 VR Plus Shield- REFLECTIVE IRSVLnTIRR rmfmlwdEreny5ufmioeaTriaurBrsh . Fi- Foil's VR Plus Shield"' is a triple -layer reflective insulation intended for use in vertical wall cavities formed by furring strips attached to the inside of masonry walls. VR Pius Shield"' is formed by an outer layer of 35 lb. white 'craft paper coated with polyethylene, a layer of 30 Ib. natural kraft paper laminated to a minimum 0.00025° 99% pure aluminum foil, and a layer of minimum 0.00035° 99% pure aluminum foil. Upon installation the layers open using internal expanders. The internal airspaces range between 114° and 112" The thickness of the third air space is dependent on the thickness of the furring strips. The Hi -Perm version includes small perforations for applications not requiring a vapor retarder. Standard and Hi -Perm Versions Block Wail 1 1 X/ i ICJ f J Furring Strip Three Reflective Air Spaces How Reflective Insulation Works Heat is transferred by three methods, conduction, convection and radiation. Most insulating products resist heat transfer by forming small air or gas pockets between Layers of building materials such as fiberglass, recyded paper, or foam. The small spaces restrict air movement, thereby reducing heat flow by convection. Reflective insulation functions by forming these dead air spaces with layers of paper, plastic, and aluminum. In addition to reducing heat flow by convection, the high reflectivity and low emissivity of the aluminum foil has the added benefit of blocking up to 97%. of the radiant energy, so radiation heat transfer is significantly reduced. Test Data ASTM E -96 - Water Vapor Permeance 0 20 ASTM E -96 - Water Vapor Permeance Hi-Perm 5 42 penes ASTM E-84 - Flammability Flame Spread Rating 20 Smoke Developed Rating 10 Interior Wall & Ceiling Finish Classification Class A ASTM D -3310 - Corrosivity None ASTM C- 122499 (92.1 & 9.2.2) Adhesive Pei fw m mnc e Bleeding None Delamination Pliability No signs of cracking r ng or delami None ASTM C -1338 Mold & Mildew Pass ASTM C -1371 - Foil Emittance 0 034 ASTM 2129 Leed Compliance Compliance and Approvals METRO-DADE REPORT 001- 0828.12 Meets ASTM C1224-97 MEMBER Legacy Report REV. 1012005 Visit our website: www.fifoil.com Product Information Furring/Stud Sparing 16' O.C. Width Expanded Diameter Lineal Footage Coverage Weight 24° O.C. 17.5" 25.5° 12° 10° 375' 250' 500 sq. 5. 500 sq. ft. 29 lbs. 271bs. R- Values Hest Flow Horisontal VR Plus Shield VR Pius Shield Ili-Perm 112 amity R -7.1 R -7.0 AS-04 C-236 R -Value Test. The R -values of VR Plus Shield1° increase with the thick - ness of furring strips. With the use of VR Plus Shield1°, the thickness of cavity is slightly increased because d is applied to the surface of the strips. Therefore ell measurements are considered nominal. Read This Before You Buy The label shows the R -value of this insula- tion. R means resistance to heat flow. The higher the R- value, the greater the insulat- ing power. Compare insulation R- values before you buy. There are other factors in consider. The arnount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insula- tion will depend upon the climate, the type and size of your house, the amount of insu- lation already in your house, and your fuel use pattems and family size. If you buy too much insulation, it will cost you more than what you will save on fuel. To get the marked R- value, it is essential that this insulation be installed properly. RADIANT INSULATION SOLUTIONS P. 0. Box 800 Auburndale, FL 33823 800 - 448 -3401 863- 965 -1846 wiPle tlS said HA uoileinsui ant2aa 1 Specifier Notes: Edit the tottowirg list of related secday as required for the project. UM other sections with work directly related to this section. 1 Product Guide Specdfleanon Specifier Notes: This product guide specification is written according to the Construction Specifications Institute (CSI) Format erdudmg Mantern: mat, Sec tionFormat and PegePomar, contained in the CSI Manual of Practice. The seclbn must be carefidly reviewed and edited by the Architect requirements of the project and local budding te CCoordin� this with specification sections and the drawings. Delete all 'Spanner Notes" when edling this sectiorL SECTION 07210 REFLECTIVE INSULATION Specifier Notes: This section covers FI-Fdt VR Pis Shield^' nudWayer reflective insulation intended for use on furred-out masonry walls. Consort R -Foil for assistance in editing this section for the specific appUcation. PART 1 GENERAL 1.1 SECTION INCLUDES A Reflective insulation. 1.2 RELATED SECTIONS B. C. D. 1.3 Section 06110- Wood Framing. Section 07260 - Vapor Retarders. Section 07270 -Air Barriers. SedIc n 09110 - Metal Furring S. ems. REFERENCES Speedier Notes: List standards referenced In this section, complete with designations and titles. This article does not squire duce with standards, but is merely a fisting of those used. A. ASTM C 236 - Steady -State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box. B. Building ASTM C Installation of Reflective Insulation in C. ASTM C 1224 - Reflective Insulation for BvikWg Applcatfons. D. Materials and F Determining the Fungi Resistance of hsuation acings. E. ASTM C 1371 - Determination of Eminence of Materials Near Room Tanpesyre Using Portable Emissonetere F. ASTM D 3310 - Determhvng Co osiyfty of Adhesive Materials. G. ASTM E 84 - Surface Burning Characteristics of Bu0ding Materiels. F. ASTM E 98 - Water Vapor Transmission of Materials. 1.4 SUBMITTALS A. Comply with Section 01330 - Submittal Procedures. B. Product Date: Submit ma n fag9aers product data, including I seBSttn isiuctions. Indicate compliance with material nepWrertens. C. Simples: Submit manufacturer's sample, minimum 6 inches ware. 1.5 OEUVERY, STORAGE, AND HANDLWG A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, min labels pearly Identifying material name and manufacturer. 8. Storage: Store materials in a clean, dry area indoors in accordance with manufacturer's instructions. C. Handfmg: Protest materials during handling and installation to prevmrt damage. PART2 PRODUCTS 2.1 MANUFACTURER A. R -Foil Company, PD Box 800. Auburndale, Florida 33823. Top Free (800) 448-3401. Phone (863) 9651846. Fax (863) 967- 0137. Web Site www.fifali.corn. E-Mail assen@ti(o0,com, 2.2 REFLECTIVE INSUI, TION A. Reflective Insulation: R-Fon VR Plus Shield' B. Description: 1. Expands to form 3 reflective air spaces. Layers have internal expanders that separate paper from tot seating reflective air spaces. This air space adjacent w dependent an thickness Miming strip. outside 2. Layers: a. 35 pound natural Waft paper coated with pofyelhylene. b. 30 pound d nebual Waft paper tarrrinatrad to 0.00025 inch pure aluminum fail with a fire-retardant adhesive. c. Minimum 0.00035 inch pure aluminum foil. C. Compliance: 1. ASTM C- 1224 -97. 2. ICC Legacy Report 92133A 3. Dade CowN Report 901-0828.12 4. Earned Energy Star 5. Earned Lead Dog D. Testing: 1. R-Vakse, Nominal. Heat Flaw Horizontal, ASTM C-236: a. 11 -1/2 Re) Cavity: 7.1. (7.0 Hi -Perm -Not a Vapor 2. Water Vapor Perrreance, ASTM E 96: 0.20. (5.0 HI -Perm Version) 3. Flammability, ASTM E 84: a. Flame Spread Rating: 20. b. Interior m Rating: 10. teased Cog Fkdsh Chan: 4. Corrosiviy, ASTM D 3310: Noe. 5. Adhesive Performance, ASTM C 1224, 92.1 and 9.2.2: a. Bleeding: None. b. Daly nation: None. c. PMaHity: No signs of cracking or delanenaton. 6. Mold and Mildew. ASTM C 1338: Pass 7. Foil Emil, ASTM C 1371: 0.034. PART 3 EXECUTION 3.1 EXAMINATION A. Examine areas to receive refecve insulation are' vapor barrier. Notify Arai/test if areas are not acceptable. Do net begin installation unto unacceptable conditions have been corrected. 3.2 INSTALLATION A Install reftectOe insulation and vapor blamer in accordance will manufacturer's instructions and ASTM C 727 et locations indicated on the drawings. 8. Splice 'elective insulation and vapor der in wall cavities in accordance with ad's interactions to avoid gaps. Tape seams B splice has been butted. C. Cut material toe' singly around etecbical w0 outlets amN other cutouts. Tape edges of material to outlets and "Moses if wail can be seen. O. E. 3.3 A. Tape tears In material. Replace damaged materlal as arrested by Architect. PROTECTION Protect reflective insulation and vapor bander from damage during rte. END OF SECTION JOHN BERRYMAN, PE 248 NE 98T" Street Miami Shores, FL 33138 305 903 4866 Miami Shores Building Department Norman Bruhn 10050 NE 2nd Avenue Miami Shores FL 33138 RE: CO CERTIFICATION for the above address relating to Permit # RC -11 -09 -1806 Dear Norman, Please accept this certification for the above noted address and permit. The renovations were successfully completed in accordance with the plans and revisions there of as are on file with the village. All masonry, reinforcing and other structural elements have been properly constructed in accordance with the plans and the current edition of the Florida Building Code as is applicable. Respectf n L. Berryman, PE tructural Engineer, FL PE # 66732 VILLAGE OF MrAMJSEVRE ' OWNER BUILDER DISCLOSURE STATEMENT NAME: '30100 Pled) . .DATE: �l ADDRESS: .9 J KS1 log 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 construotion yourself. You may build or improve a one - family or two- family reaidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. 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 that you built for sate 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 Welcomes required by state law.attd by county or muriiolpal 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.LC.A and with - holdings tax and provide workers' compensation fbr that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,. buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold. title to the above property and I am planning on doing this cons eti n Myself. Initial 2. 'I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. 'Inactive permits for a period of over 180 days -will become null and void (expired) and a new permit will be required. to be Issued for reinstatem- t of the permit., Initial ,,L r v 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I, understand that the building official and i.nspectors'are not there to esign, alter or give advice on how to meet code – only if the structure jets the minimum code. Initial 5. 1 understand that as an owner - builder, that any contractor d'sputes with sub- contractors and myself must be handled in a civil court with e advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any ong doing from this unlicensed company or person. I iitial 1 7- 7. I understand that if any person gets injured on my construotlon project—they are entitled to workmen's compensation: And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could in , ude Was of wages during recovery from injury. Initial 8. I understand . that under state and local laws .1 can not do . any Electrical, Numbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. Was .acknowledged before me this day of a:AL tat who was personally known to me or who has Produced there License of f r iti 0.11 • 9—iification. kl(,•TARY pqJ jC AF FLORIDA e""'"%, V. Cubillos Cosner 05D717923 &pima.: SEP. 23,2011 BONDID TURD AY Y15 thtOmpiG e©:, xve, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �C' { PERMIT NO. Ott O(=> . TAX FOLIO NO., 1132,0(O V ?'\ \2CD 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. 11111111111111111 1111111111 111111111111111111 CFN 2010R02B3563 OR Bk 27265 Ps 26621 Ups/ RECORDED 04/28/2010 12 :.33 :14 HARVEY RUVIN, CLERIC OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE /1. L Leal descrip on of p,roperty and str t7 ddress: pV1 utRA S Lu6e� e_) M Y (7* 1 W Yom- LAC 31 1-- �e�C: �5 l l5 2. Description of i provement: c}t' n ,lt. t,� �-v.. ei a-1/4-AD 0--4-1 (Y � Owner(s) name and address: 3 IA, ru (Ni,adi,.,, z' lj et b 16-k 7 ` t M,c A-clvl L jig. (/ 1 Interest in property: D % qq Name and address of fee simple titleholder. ta. Lj fa"a/..- Z, c 8 61W, b 1/4. Contractor's name and address: ,)oV�. �-�rt` 19ij �tii. 6v4Y‘.. Z tLC 5. Surety: {Payment bond required by owner from contractor, ifSa�n � OF FLORIDA, COUN ry OF 6Aqi= Name and address: e AY CERTIFY otitis a a , u !SPY 067 Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upo provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ents may b, served as 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. Expiratio differe ate of this date spec; N f Commencement: (the expiration date is 1 year from the date of recording unless a ignature Print ner er's Name. C /J orn to and subscribed before me this rl/v t , 201Q. Notary Public Print Notary's Name My commission expires: Prepared by 123.01 -52 PAGE 8/02' Charlie Crist Governor John Berryman 248 NE 98 St Miami, FL 33158 October 27, 2009 RE: Contingency Letter Application Document No: AP938472 Centrax Permit Number. 13 -SC- 1005057 OSTDS Number. 248 NE 98 St Miami, FL 33138 Lot: 7+6 Block: 31 Subdivision: Ana M. Viamonte Ras, M.D., M.P.H. State Surgeon General Dear Applicant: This will acknowledge receipt of an application dated 10/0712009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property, From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for the conversion of the garage into a family room and laundry room. There will be no increase in sewage flow or characteristics and no Impact on the unobstructed area. If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Astrid Edwards, Engineer Specialist II Miami -Dade County Health Department 11805 SW 26 St. Miami, FL 33175 Phone: (786) 315 -2444 Fax: (786) 313 -2090 STATE OF FLORIDA DEPARTMENT OF HEALTH ON -SITE SEWAGE DISPOSAL SYSTEM .APPLICATION FOR CONSTRUCTION PERMIT 865 S .3311- f' 161 704. 3i5 z4 'tit APPLICATION FOR: t ] New S]►stem [ [ ] Repair t APPLICANT: AGENT: MAILING ADDRESS: Existing System Abandonment COPY PERMIT NO. DATE PAID: FEE" PAID: RECEIPT #: t 1 Holding Tank [ ] Innovative [ ] Temporary t ] a.Lf Nf-t 9 $ TELEPHONE: x) 1' - '3313-8 = = = =_ =_ = = = = =- = = == = ==x22 = = = = = = = = = = = = = = = = = ==== TO BE COMPLETED. $Y.APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. = = = _ _ = = = = = = = = , = = _ = = = = = = = = = = = _ = = = _ _ = = . =o = = = m= = = = = = PROPERTY INFORMATION BLOCK: 73 i SUBDIVISION: ✓ S LOT.+ PROPERTY . ID #: r— — L ZONING: PROPERTY SIZE:s 1 0c-' WATER SUPPLY: t 3 PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? PROPERTY ADDRESS DIRECTIONS TO PRO : 3 p _F BUILDS INFORSOT!oz Unit Type of NO Establishment PLATTED: I/M OR EQUIVALENT: (Y / N ) PUBLIC [] <m20000PD [ ] >2000GPD /01 DISTANCE TO SEWER: /3 14" FT RBSID9TIAL. No. Of Bedrooaoa 2 ` -6— i -f e.. 5ftKe. rook 3 -4 4- croctycse. 4,-.41u0Kfte..", 0.) '.. 103 " - . l e [] COMMERCIAL Building Commercial/Institutional Systems Design Area Sr Ft Table 1, Chapter 64E -6, /AC [ Floor /Equipaent Drains SIGNATURE: [ 1 Other (Specify) DH 4015,.10/97 — Page 1 (Previous editions may be used) Stock Number: 5744- 001 - 4015 -1 00 oty 700 SQ DIT o , °B E' M DATE: .„45„, Page 1 of 3 STATE OF FLORIDA DEPAfn-matT oF HEALTH APPLICATION-FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number ' PART H - SITEPLAN , . * dot yt Sot- 1_, Scale: Each block r nts 10 .,.4. -, and 4 inch = 40 feet. ' ,arri..„a„. ljr• 4 L.' 1-CrePt WO (44S irt. s simpiczatailmirmiummulaktm In IIIIIiii 11111111111111111111.111ifiliiiiiiiiiii1111111111 • Mill 11111111111PriMillifiMIKIIIII • 111 1011111111111111111111111 anni111111111MIEEEEEIELM 111102 II MEd' VMS:11E' AIME I 1111111r2111111111101....111111E111111111 Ensumi•immem ar11111100.rigin ....mrirain 111111111111111111111imom taiLliiii•loopriaimen 11111 IFfingn-momiiiii MI 1E111 awarnitimmordirommum mums rallimillinamwrommeriri=6 IPIP1111111111P111111111111.111 1111.11111111111111IIIITHIMIll IIMMEMMEMMENNEM■IMMUM -NAL Ob ims D tovtt, So 0 s 'wpm _ fir.4.40 Notes: &rep Cp&A)74-vb, Site Plan submitted by: Plan Approved By County Health Department attjLe Title Date Signature . Not Approved ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10/v; (Replaces HRS-H Form 4016 which may be used) (Stock Number: 5744-002-4015-6) Page 2 of 4 APPLICANT: LOTS f) 4. 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS Ck" " &VIM k •AGENT: . , it BLOCK: 3 i SUBDIVISION: PROPERTY ID #: 1I- 39,0(„,_, 3 x{(30 [Section /Township /Range /Parcel No. or Tax ID Number) TO= COMPLETED BY ENGINEER, MUTE UNIT =MOTEL OR . OTBER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY. SIZE CONFORMS TO SITE PLANS.04 YES [ j MO NET USABLE AREA AVAILABLE: .a iO ACRE' TOTAL ESTIMA'T'ED SEWAGE FLOW: 1 GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] cis - 0 AUTHORIZED SEWAGE'FLOW: UNOBSTRUCTED AREA AVAILABLE: GALLONS PER DAY ..[1500 IPD /ACRE OR 2500 PD/ACRE) ,.� /A SQFT UNOBSTRUCTED AREA REQUIRED: SQF9 RENdHMARR /REFERENCE POINT LOCATION: -o ELEVATION OF PROPOSED. sYBn'Ea ,SITE. Is Ai: t4 61c1111PT1 [ABOVE/ BENCHMARKC EFE NCE POI THE MINIMUM SETBACIK,WHIcH CAN. BE MAINTAINED FROM THE P.F9p.OSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: 0 FT DITCHES /SWALES: FT NORMALLY WET? [ J YES 64 NC WELLS: PUBLIC: P ice- FT LIMITED USE: - l -- FT PRIVATE: IO LA- FT NON - POTABLE: A10, pi BUILDING FOUNDATIONS: . FT PROPERTY LINES: FT POTABLE WATER LINES: F9 SITE SUBJECT TO FREQUENT" FLOODING: [ ] YES OKI NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL /NGVD SITE SOIL PROFILE INFORMATION SITE 1'1- r:() SOIL PROFILE INFORMATION SITE 2 10 YEAR FLOODI� jG,? ( j YES NC ELEVATION: '- f �, i FT MSL/HGVL Mansell n # /Coloac Te e. ooth.. LA )c,� 6.� to ii l( to t to to to to. USDA SOIL SERIES: '""i [.- OBSERVED WATER TABLE: _ t �-- INCHES [ABOVE / ] EXISTING ESTIMATED WET SEASON WATER TABLE ELEVATION: o� INCHES HIGH WATER TABLE VEGETATION: [ j YES DO MOTTLING: ( ]. SOIL TEXTURE /LOADING RATE FOR - SYSTEM SIZING: ... 1 GRADE. y CHED JM1940 iT3 [ ABOVE YES 04,1 MO DEPTH: <-..__ INCHES EXISTING GRADE. DEPTH OF EXCAVATION: li f *FICHES DRAINFIELD CONFIGURATION: [.... .TRENCH.. [ D�.1.$ED i . J:. oa.'HEx. SPECIFY} /ADDITIONAL CRITERIA :Eke f SITE EVALUATED BY: FLORIDA AIWASTOO s c TA, CO T[RAt`Top OH 4015. VMS (Rsµbstis HRS-H Forin 4018 [Pam 51 Whkh may be Wed) (Stook Number: 5744003 - 4015.1) 270 NW 27' AVE liVAMI, FL 33142 „tips di Page 3 of 3 DEPAR .TbetiT 3rEgq.Ft . • . • • • - • PA1311;[.T • •'ONS/tLTISBWAGR7iREATMSN't Ain) OISHO?AXSTF4.- • EX/STING- SYSTEM: AND irsTra.f. REPAIR EVAI.PATtON APPLICANT: CONTRACTOR /AGENT: • LOT: 1144-1..) • BLOCK: • ID#: I I-33.6 TO BE COMPLETED BY FLORIDA. REG/STERED ENGINEER, DERX*RiNT-EMPLOYEE,-..4znic TANK CONTRACTO] arum CERTIFIED PERSON. SIGN AND HEAL ALL SUBb4,0434106daimiTs.. -e01:14i*TE ALL•APPL/CABLE COMPLETE TAME CERIFICA.TIO BELOW OR ATTACH 7..E**tinc441'. PERMITTED::SiPT2* D/SPOSAL S'ERVIC vasTiliG TANK INFORMATION [goo i GALLON'S SEPTIC TANIC/GPD. Ant-. -LEGE10;: GALLONS SEPTIC T.pericfppa AMU,. LEGEND: •• : • GALLONS dREASVINTEXCE 1 -caLLows DOSING TAM.- • • • • • MATERIAL' MATE. RIM; ; b •Kct c/o° G 14ATER-TAL; EAFF/MD: [Y BALD: #1 PUMPS: j H'UCTURALL SOUND, AIM HAVE A .t : -=, - - - z' I CERTIFY THAT THE. ABOVE NOTED TANkS WERE PUMPED-ON 6' P-5 /LT", HAVE THE VOLMIES sproxrrEr . 0, 0" ,..1,-1 61..., 're PA t. 1 Al 1 / fl"rej13.7."-kz-17C.78"EVIGFri• TURE OF LICENSED CONTRACTOR ' BUSINESS NAME _ EXISTING DRAINFIELD INFORMATION .• • . r [ 2oo 1 'SQUARE FEET PRIMARY DitAiNFIELD SYSTEM' NO.'sOF TRENC:HES ( i• DINENSIONS: 3 SQUARE FEET ______' SYSTEM NO.:..OF TRiNt:RES t 3 - ansusitus: TYPE OF SYSTEM: eX; STANDARD 'n''...(',..•:3 CONFIGURATION: r 3 TRENCH , ... ( gl up ''"( 1. - ...,:k4=-,,,-;•;:•:. -- . - . DESIGN: ' :., ' . .-. 1.- 3 IIEJUDER - ( 3 ,,D_-BOX re<1,:. ..CatFia. ...W.X . arnzbef . ,E._,_:]• 13"ED. S"T'Ell • ELEVATION OF BOTTOM OF DRA110#14, IN RELATION TO EFIVOING-:-ORADE (____I INCHES i ABOVE SYSTEM FAILURE AND'REPAIR INFORMATION E 193 i 1 SYSTEM INSTALLATION ban ' - . TYPE- OF:WASTE ( k3 'DOMEST/C ( 3 C014NERC [ a00 3 GPD ESTIMATED SEWAGE FL, ON • " I ' 3 `..MEMERED TraTili:•• [kr TABLE 1, • 64B-6,. SITE t1•??3 DRAINAGE STRUCTURES r 3 POOL EP 3 PATIO / DE tac tii3 EARRING CONDITIONS: 04-11 ELOPIMC PROPER '1103 • • NATURE OF (h-)3 HYDRAULIC ovER4okp :v.)] soxrs 444,..;,..,;.T.A.%AwcwaViCE : SYSTEM DAMAGE FAILURE ri...)] Drianthar7 RUN OT ..`'. r ?kJ) ROOT . -f.ii,A -.ifitliaR*- TABLE -- Ii-1 • - - • - , - . FAILURE ' f t'Jj =TOWS ON GRO. *D. • :1 10) 'TANK INF D (1 I BOX/HRAD ER' •• 1/44 RAIELD • .•• . . . . - 1 - Sib. . II-) 1 PLy.taaNa ICACKUP ' - • . ' ' '.. ' I ' •:' • -- '-• - runtArlUCS/ADDIT/ONAL CRITERIA 3 SUBMITTED EX: DB TITLE/LICENSE 4015 , 10/96 (Previous•EciitionS-•*• • q 733 4. DATE: Page 4 :plan or plikt:of the tot or total site owner*. pshawn to:seale, showing boundaries with dimensions) Ioeattons of any existing:or proposed iesidences or buildings .swim ing pools, recorded:easements,_the on -.site: sewagetreatmentand disposal system cornponentsand their location on the Property, the.`s}ope.of the Properly and any existing or iftroppied wells. potable and on potable:water.._lines; including �valv-es, drainagefeattires,. filled areas, ubobstriactethareas,` and gwface t+ater bodies The Site plan slidl.indicatethelocation of wells,:on -site sewage ,treatment aiddnrpos l i +s etos, spi ee: t wd ierptrtine on . contiguous or adjacent. property. Tf t a feattires..are 75 ..feet of the applicant lot,: the estimatedtoithe feature Must also be shown •btit°need t of be drawn to scale. The location of any pubUUc driniting wafer well, -as defined:in Chapter .:64E;- b:•002(44)(b), :with n 200 feet of the :sPiilicsitts4tt shall also be shown,: with the distance: indicated from the:system to the well, and .. the bocation)af lirinted `use'pabfic :mater system or other public wells, as: defined in Chapter 64E-. 6..002044)0D, witintr.a 00 feet of the :applicant loi.mtist also.* : shown, or as defined in Chapter 64E ,6.9.14(44)(a), F.A. , within' 75 feet from a Private :potable water weIt (well risen only by. The:lninimum separation between of wells and , possible.sources o€ contamination shall be i function. ':thedrawdown and. radius of Influence afTe well .or. wells; lino case shall the well be located leSithan one hundred ('100) horizontal feet from narly.sotiee-or- contamination. I have italic-above and to the best: of my ;knowledge 1 have providers theDep men! with full information regarding pertinent facilities and. features on all adjacent properties: Furthermore,1 understand that any on =site. sewage treatment .and diaposat systeem permit lisped on The basis of : said.. facilities and .features as provided byre auutfound to .be incorrect will be subject: to r evocation :iji accardaiice. with. theproyisirrtis of - hapter 1.20; Plorida.$tattites. . Signature: • sainiimmk; ns:s» a.s:. nln~ vffapmi-pa4 Cognty ficatth'Departtneinl ,)Environtamiiiit Health and Einc iitg • i a� t.�.t Kt i ce! sire .:tutlAtni :4trlda • rinik POOP 0204 442gIr 1-Ce.,01701 .seett This property described as. All of Lot 7 and The West 16 af Lot 6, Block 31, AN AMENDED PLAT OF MIAMI swans SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Phge 70 of the Public Records 094010- Dade County, Florida. PROPERTY Of: en 403-8 Beth _ Not valid unless *tabooed with Surveyees Seal. °' NOTib .1e 1 of 2 • ' 1 L.F. ELEV. 4W denotes lowest habitable floor el�gj. Elevations shown refer to N.O.V.D.. 1929. Lowest Adjacent Grade Elev. B.N. 0 .411-077-A Rum • Arr•/Z. M44-0104r WPM) Garage Elev.- 7-70 298 H.E. 98t11 St; e 4 A BOUNDARY yuguly I here*/ oddl/that the omt:pmts. sensed heron mesh the technical standards sot fonh by the Board of Landitaveyors mount to &ohm 01.017„ do Sumo Theo on noencroachmenuoverlos,eaternents annulus on the Pla t. other than u shoo bete "ores, Florida. 33138 smosegoteunewomoimPout LAMMAS GARCIA, WC. umwse ' mommukmmommaw maustAVetenowinem4=4308 PROXIIIINOW Palm 202 Lems! NAew ad:— Notes • AFC Art Condamine P.d. CB Calf Bin • . CAI • Cantor Leo L4P Cab* rraep,rmer Pad PR Faded ken Rod 418' =dal Row&BORA PC Paint atCagipe • MB PORIatB PA► •Muir Mawr tan: ua. Mrd.tnaaad Page 2 of 2 COdsilRII,Ie 01.06 Oddcbda R Radom am** Sboed,e • CH Chad O, .AB Roof .�� Oe OrAdmastessonent R/W Rdpd dMy Redd 114 fns Sedum Mw...t PNleo t SCR SUMO Owidarad 44f'Lines P Plat SIP Sa ado Pqe PWaaretaaaa$ am Pa P+Y Vat Sidewalk PbbddCaaarcmpd PPC « Cu: abr Pismo C,►rtlAg Pt Pisa diaBPe, we +w.» Rut* « loam Earr.d WI B9,a a) Ali Clearances and/or encromdtments shown hereon woof apparent nature. Fencer ownemhip by visual mewls. Legal ownership of fences riot detemtined. b) The issue e of this survey is only for the exclusive and sperm a of those persons, parties or institutions shown In the certification. Any other Mended use will require written oval from the certifying surveyor or firm. c) Coda restrttions and title search are not reflected on thWsurvey, d) Underground tallies and encroachments. if any, not located. e) The flood information shown hereon does not fly that the referenced propssty wN or iii Trot be free from tioodMg or results from reliance on said Infonnallon. e! art of the iknr, any otter or employee thereof, for any damage that f) The Lands depicied hereon were are made or tinged. surveyed per the legal descriptkm and no claims as to ownership or matters of tie g) This suivsy is not to be relied upon for construction. FLOOD ZONE• X FLOOD INFORMATION; Community Number: 120652 Suffbc Panel Number/Haw 1202500093 • J FIRM. Index Date: 7 -17-95 Base Elevation: Not Available Bearings, ff any shown based on CERTIFIED TO M and M Title Services, Inc., Commonwealth Land Title Insurance Company, John and Beth Berryman and Hbmebanc Mortgage Corporation, its successors and /or assigns, as their interests may appear. (reference) John and Beth PROPERTY0F :Berryman 248 N.E. 98th Street, Miami Shores, Florida 33138 odin W mmillI tARRWp1MRAb • AROWORA RYlRragaHOMDA MCRReOR.B EIORMRMNM 1hre .(embeds .at teeth by me Bwa of wed Ilieveyees b debtor Na1T.a Plaada AdmAdetratlee Cabe yerstient b sedge* 4rzaar Rs. aad.Me. Tbaan.R,.no..a, the PIK ena deem °A FIELD DA LANNES AND •GARCIA, INC. LB..#2008 Surveyors-flappers-Land Planners BEALE S• 1 5238 • FRANCISCO F. FAJARDO 14767 OIBeeAddress: 259 Alesom -AMe, Coral Gables, FL 33134 tai Me-78O9 . tom) - SCALE manna no I DSAWN sr manna N 1 • ;r,\ AvadAi RENOVATED FLO S IB" 1 John Berryman PE 00 M M ti x4-4h CO VS ON t,1 N � W 0 ▪ 1 Z • W E NO ° a zuJ ▪ g rt C W g a W F N 104 I' ii . ni I 1 jI , i 0 DRAWN B JVYM RENEWED Et J8 JOS S0: 09016 MME: 6117/09 BE1.1 1\ PRINTING wee ersatz= J Permit No: 09 -1806 Job Name: November 25, 2009 "I'? Provide receipt from Miami Dade planning and Zoning for impact fees. --2) Corrections for mechanical and electrical must be completed. . —3) Permit applications for all sub contractors is required. €1�Provide wind Toad design criteria. ,Provide wind load design pressures for all new and altered openings. Window being enlarged will require a new sill. Provide product approvals reviewed and signed approved by the designer of record for �,( windows, doors, and shutters. o) Provide a buck detail for new or altered openings. 9f rovide energy calculations. 1Plans must show the insulation requirements in altered areas. Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Yfl .561 .0a00 Miafrvi Shores Viiiage B ilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:Qnm Nal) DATE: io\l I, ❑ Contractor Owner ❑ Architect Pic Address: sets of plans an ( (012.e.-0 a91g) er)\V 61<. h'e411 I-o krC+ Pc,e3 47e: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to Acknowledged by: ue OA' PERMIT CLERK INITIAL: process. RESUBMITTED DATE: ? /O'' /Q 5-- - PERMIT CLERK INITIAL: 11/30/2009 12:51 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Wool * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * ** ** * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 4366 RECIPIENT ADDRESS 918775810560 DESTINATION ID ST. TIME 11/30 12:51 TIME USE 00 °46 PAGES SENT 1 RESULT OK Permit No: 09 -1806 Job Name: November 25, 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Corrections for mechanical and electrical must be completed. 3) Permit applications for all sub contractors is required. 4) Provide wind load design criteria. 5) Provide wind load design pressures for all new and altered openings. 6) Window being enlarged will require a new sill. 7) Provide product approvals reviewed and signed approved by the designer of record for windows, doors, and shutters. 8) Provide a buck detail for new or altered openings. 9) Provide energy calculations. 10) Plans must show the insulation requirements in altered areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Pan ja rgC era Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Na DGT -11 -09 -1906 Issue Date: Not Issued Owner's Name: JOHN BERRY MAN 111 Job Address: 248 98 Street Folio Number:1132060134180 Miami Shores, FL 33138- Owner's Phone: (305)754 -1423 Total Square Feet: 120 Total Job Valuation: $ 2,000.00 Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 11/18/2009 : Yes Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 -Permit No. Ve6 r- 1,6C Job Name glee PLUMBING CRITIQUE SHEET 4ird-u, 9i/ Tc7 ,/ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a-9— 45/� (, Job Name 5-err/ma te Date ft/3/ is i STRUCTURAL CRITIQUE SHEET Prov i cie a /Cp amine P/ ah cl -5 e abi-pl 1 pey'd to show how d &Me,-e Ga ffe Has,- wi /i be /-ai5 e c/ t Alan /o e r eie v# fee / L . C,r''k 7. Re »-7o v- -1C 1 S f j94 ✓tom 9 5" wr. c e iii 6-a et k off ' Garq e depot- - Zadrea/re 4 l o a m bye m i n 8" a b c v ire /rim• 6-rade i �r G #awn oe- Roa c/, urhich 6vtr if Ai yti en. ping ®an Cr - r a Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -11 -09 -1806 Folio Number:1132060134180 Owner's Name: JOHN BERRY MAN III Job Address: 248 98 Street Miami Shores, FL 33138- Owner's Phone: (305)754 -1423 Total Square Feet: 300 Total Job Valuation: $ 15,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: Comments: POOL DECK MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE MUST PROVIDE 5 FOOT SEPARATION DISTANCE BETWEEN HOUSE AND DRIVEWAY, ONLY 4 FOOT SEPARATION IS PROVIDED THE PROPOSED DRIVEWAY MAY NOT PROVIDE SUFFICIENT SPACE TO PARK CARS WITHOUT EXTENDING OVER THE PUBLIC SIDEWALK WHICH IS PROHIBITED SIDEWALK IN SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AND NO OTHER PAVING IS ALLOWED IN THE SIDE YARD. Bann a . on r Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 rit ria Permit NO. RC -11 -09 -1806 Expires: Folio Number:1132060134180 Owner's Name: JOHN BERRY MAN III Job Address: 248 98 Street Miami Shores, FL 33138- Contractor(s) HOME OWNER Phone Owner's Phone: (305)754 -1423 Total Square Feet: Total Job Valuation: Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/18/2009 : Yes Comments: POOL DECK MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE MUST PROVIDE 5 FOOT SEPARATION DISTANCE BETWEEN HOUSE AND DRIVEWAY, ONLY 4 FOOT SEPARATION IS PROVIDED THE PROPOSED DRIVEWAY MAY NOT PROVIDE SUFFICIENT SPACE TO PARK CARS WITHOUT EXTENDING OVER THE PUBLIC SIDEWALK WHICH IS PROHIBITED SIDEWALK IN SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AND NO OTHER PAVING IS ALLOWED IN THE SIDE YARD. 11/18/09 NEW PLAN FOR HOUSE OK. SEPARATE PERMITS FOR DRIVEWAY AND DECK Permit No: 09- / 43,E Job Name: CL/LreY »,"" , 2009 Miami Shores Viiiage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 S e•, 13/— 2 a' 9/04- 5 (es A/ v,�>-, - , //A e eeS 1 ec- Ze �&+ i p p', ���' �/ /(f% re e 1'G CA? i. . a/ 7 r17 1MMIIVy .1111741111FASIMIAii ges?-et‹.6e Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 -795 -2204 Permit No: 09 -1806 Job Name: November 25, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees/ 2) Corrections for mechanical and electrical must be completed.t/ 3) Permit applications for all sub contractors is required 4) Provide wind load design criteria."' 5) Provide wind load design pressures for all new and altered openings(' 6) Window being enlarged will require a new 7) Provide product approvals reviewed and signed approved by the designer of record for windows, doors, and shutters ✓ / 8) Provide a buck detail for new or altered openings/ ---°9) Provide energy calculations.. .. 10) Plans must show the insulation requirements in altered areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 03/26/2010 13:23 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 4817 RECIPIENT ADDRESS 918775810560 DESTINATION ID ST. TIME 03/26 13:22 TIME USE 00'59 PAGES SENT 1 RESULT OK Permit No: 09 -1806 Job Name: March 23, 2010 Miami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Corrections for mechanical and electrical must be completed. 2) Permit applications for all sub contractors is required. Permit applications show no work to be done but the plans show several items need to be completed. The new walls will require electric and a new room will require AC, how is the work already done? 3) Wind load design criteria must include the source. (Example: ASCE 7 -05 146 mph exposure C.) 4) The product approvals submitted do not match the plans and do not meet the design wind loads. 5) Shutter product approvals have been submitted but all window and door approvals are impact resistant. Why? Plan review is not complete, when all items above are corrected, we will do a complete plan review. lf any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -1806 Job Name: March 23, 2010 Miami Shores Vuuage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Corrections for mechanical and electrical must be completed. 2) Permit applications for all sub contractors is required. Permit applications show no work to be done but the plans show several items need to be completed. The new walls will require electric and a new room will require AC, how is the work already done? 3) Wind Toad design criteria must include the source. (Example: ASCE 7 -05 146 mph exposure C.) 4) The product approvals submitted do not match the plans and do not meet the design wind Toads. 5) Shutter product approvals have been submitted but all window and door approvals are impact resistant. Why? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -1806 Job Name: March 23, 2010 Miami Shores Vivage Building Department Building Critique Sheet Corrections for mechanical and electrical must be completed. Permit applications for all sub contractors is required. Permit applications show no work to be done but the plans show several items need to be completed. The new walls will virequire electric and a new room will require AC, how is the work already done? Wind load design criteria must include the source. (Example: ASCE 7 -05 146 mph exposure C.) 4) The product approvals submitted do not match the plans and do not meet the design wind loads. v,, 5) Shutter product approvals have been submitted but all window and door approvals are impact resistant. Why? 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 619 . V6.L .1 €(00 . 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 Permit No. fifjCifPi l 5(0 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder)): \./0 T ky. -Eder 2 1 Address: 'L / e N E C� 6 City: IV l&l■A \ 5 e r'e 9 State: 11Ecmgwrla GEC0 2B la Biro ®_o__m____.__o mo_e Phone #: 3d y f o 37 Wok Zip: 33\ 3 g Tenant/Les ee •ame: Phone#: Email: 314 ■ 13-7+ T — JOB ADDRESS: WE 5 b *-L City: Miami Shores County: Miami Dade Zip: 5 3 \3 Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: NO Flood Zone: Phone #: Value of Work for this Pe Type of Work: OAdditl± Descriptio i of Square/Linear Footage of Work:' ** *F ****** * *** ******** , �x ***1 x Submittal Fee $ Permit Fee $ CCF $ ' CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ (® DBPR $ Bond $ TOTAL FEE NOW DUE $ 141- 00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a p. py of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic sccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be .. . ro ed a a reinspection fee will be charged. Signature or Agent c Contractor The fo ng mstrume was acv o ; ledged b L..re me 's .5 The foregoing instrument was acknowledged before me this day f / 20 II , by ` i%PI A //1LL II, ii day of , 20 _, by whorsonally known to me or who has produced I 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. NOTA ' PUBLIC: _ NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: ****** *** * * * ** ****•x*x:***** ** **** ** x****** ***** ***. x****** **** **** *+ x+ x+ x* ****** *****:x**x:x•*+x******** APPROVED BY M4 fr/ 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk Lt4 r-e-Cftik Z._ i2_(1/11 Tr-crr YvC612-. I te Zerr 2-) F f , tAit 1 Z Z " st 16e0e,u_pellk. At (51.2..k C(ea.if Lit ties pi 3 6-/I t r IA e R.- DeC, IZ-1" ttf itkltk 14tice,-; ev* e /554 veeda,e4 ire Git5■1 e.4" 6-kkc c_c)/r C-84 tro-A \I3 ee-AltA- 2.„ete e•-r• 61PC7 • $ fl • 110..,rnetz,A, ciLtio tv *14 "5:4-* if\ e-terrkore ir‘e A;;;k4zgaY r PC( -;Y?"'44v e 14V tey id AI) 0044 Ltd P-4- ipP-AktoP _ Wet gropo 1675.4., I; 0 „ _ ts' et-6 I ad IA_ ttir +h ° ri l�(liL - � iILDING PERMIT APPLICATION FBC 20 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 Permit T OWNER: Name (Fee im 1e Titleholder): Address: City: VU l Tenant/L .y Nam Email: Permit No. NOV 0 8 2011 Master Permit No. OOFING K ($(tt C Ctik, Phone #: 3 v .J ¶3 RC 11- 09. - I8)f State: l �— N) 0\G-5, CD Zip: , 3 r Phone #: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: NO Flood Zone: upyikW- Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: * 1f\ Phone#: Email Address: Phone#: Square/Linear Footage of Work: ONew URepair/Replace Do 'Z _e- v-ate ***************************************F e************* * * * * * * * * * * * * ** * * * * ** * * * * ** ** *** Subotal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning ng Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 444 CV 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 promise in good faith that a co whose property is subje t t for the first inspec inspection will nat of the attachmen hich occur proved a e issuance of a building permit with an estimated value exceeding $2500, the applicant must notice of commencement and construction lien law brochure will be delivered to the person lso, a certified copy of the recorded notice of commencement must be posted at the job site en (7) days after the building permit is issued. In the absence of such posted notice, the inspection fee will be charged. Signature Signature er or Agent Th ; orego;. g instrument was acknowledged before me this , 20 it , by ..."-(3-411l1 Q6l21-9-1 r'1 Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by is personally known to me or who has produced P who is personally known to me or who has produced As iden NOTARY PUBLIC: Sign: Print: ification and who did take aaaggnnnnn p th. as identification and who did take an oath. eC �5 .s...,.... NOTARY PUBLIC: 0 10612012 E Sign: My Commission Expires: mm\ss1on,# = Print: My Commission Expires: ,,, / /;qrE OF \-U ��1//r1111111t, \ APPROVED BY 4MJ (�' Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06110 /2009)(Revised 3/15/09) • MIAM COUNTY 4,6 4ft5/2. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISIO NOTICE OF ACC 1'T CE (NOA /Of 11 Arch Windows, LLC dba AWP 8130 NW 7401 Avenue MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov/buildine/bome /asp f.a4-vt.&.,k Re—\ eqo Medley, FL 33166 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 Section 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 Section (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 Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800 "Aluminum French Doors w/ wo sidelites- L.M.I. APPROVAL DOCUMENT: Drawing No. W01 -64, titled "Series' 800 Alum French Doo w/ sidelite sheets 1 through 15 of 15, dated JAN 05, 2011, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant �� Limitation: 1. SHW is integral part of single door application, door not to exceed 39 -112W x 84" and Max DP=+ /-65 psf. 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 a renewal application has been filed and there has been no change in the applicable building code negat the performance of this product. TERMINATION of this NOA will occur materials, use, and/or manufacture of the p product, for sales, advertising or any other purpos with any section of this NOA shall be cause for terminate if there has been a revision or change in the f`tr A as an endorsement of any clay to i hte4 t NOA. Failure to comply *io of NO ADVERTISEMENT: The NOA number preceded by the words the expiration date may be displayed in advertising literature. If any portion of be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0316.05 (AWP, LLC) and consists of this page 1 and evidence pages E -1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. unty, Florida, and followed by NOA is displayed, then it shall NOA No 10- 0930.07 Expiration Date: January 03, 2012 Approval Date: March 24, 2011 Page 1 Arch Windows. LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0316.05) 1. Manufacturer's die drawings and sections. 2. Drawing No. W01 -64, titled "Series1800 Alum French Doo w/ sidelite (I..M.I.)", sheets 1 through 15 of 15, dated JAN 05, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL -5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL -5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of an aluminum French Door w /3- point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-1229. 03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03- 0805.07 Yale Ogron Mfg. Co.) E -1 Ishaq L Chanda, P.E. Product Control Examiner NOA No 10-0930.07 Expiration Date: January 03, 2012 Approval Date: March 24, 2011 Arch Windows. LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised. on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E 2. Glazing complies w! ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG ", expiring on 05/21/11. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12!16/2012. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of compliance, part of the above referenced test reports. 3. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. 4. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02- 03 -10. 5. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02- 04, 2010, managed by Arch Intermediate Holding, LLC 6. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively. 8. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC). G. OTHER 1. This NOA revises NOA # 09- 0316.05 (AWP, LLC), expired on January 03, 2012. 2. Test proposal, dated 06- 14-00, 09 -20-01 and 11- 06 -07, approved by BCCO. E -2 le) L / 4 4 : 4 4 0 . Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 10-0930.07 Expiration Date: January 03, 2012 Approval Date: March 24, 2011 SERIES 1800 ALUM FRENCH DOOR TI// SIDELITES APPROVAL APPLIES TO SINGLE (x) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURA1ION INCREASE IS USED IN DESIGN OF ANCHORS 1410 WOOD ONLY. MATEEALS INCLUDING BIT NOT UMITED TO SIEES/METAL SCR S% THAT COME INTO CONTACT WTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTOR 2003.8.4. g 2 I' / 1, �- 0 — — �� ,� // 1. _L -4, ._„ I .. - \ II • 1 /r = ,',, =- �\ �� - -- ...tits- 11 'I `\ . . 1 it / = p /,;o `� �_ \-g- 1,\ -=1 =. I, \ = =_4 =_r g/ - II _ r= ACTIVE \ I TYPICAL ELEVATION ( X ) SINOLE LEAF' DOOR "a 8 3/4" MAX. HEA CDC 71 3/4" MAX. FRAME WAOTH 12" _. FRAME HEIGHT -- - -- - -- 93 1/4' M X. j1 — 0 — it / = p /,;o `� �_ \-g- 1,\ -=1 =. I, \ = =_4 =_r g/ - II _ r= -=_ r - , / ; , t__4___ \. =d11,1 _- 11 oo 1 IACTNE 1 1 I ____...T DOOR OPTIONS 23 7/8° MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( ) emu= I0E Piorid, DUAL LEAF DOOR al with No x 1140441k4 Onts 'iTSit GLASS D.L.O. DIRE, D.L.O. HEIGHT (DOOR & SIDELITE) ® FRAME HEIGHT — 13" D.L.O. WIDTH (X DOORS & 0 PANELS) ® FRAME WIDTH — 13.825" 0.1.0. WIDTH ()X DOORS) ® (FRAME WIDTH — 241/2 DOORS /SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engn MAD /MAO CIVIL RA PE 7092 CAN. 34n i r$ 1 droning no. WO1 -64 (shoot 1 W15) 8 we MAX. CORNERS 144° MAX. 12° MAX. HEAD/SIL FAME WIDTH 12" 1 2.3 7/r D.L. OK. 34° 1 1 LEAF MOTH 1 23 7/8° MAX. W. OPG 34" MAX. LEAF WIDTH 1 1 1021 —111015/01 ( oxxo ) WITH PANEL SIDEMEN 3° 12° SURFACE APPLIED FALSE MUNFINS MAY 8E USED 1OS° MAX. MAZE WIDTH 12° 12° In 1 11 /II \ V 1 1 1 1 II / II II =- -- u I I 11 / / 11 11.-1 =-fir- II II -1L._ vir -- -==11 N. :t? 2 X1111 o- 11" /! 11 11 III 11 - =m-- -. II -== =n = = == 11 11 11 1 ii 11 = ==a = == I1 II 11 _I _ . === =e ==== :1:: 11 �_ =_ 11 II Q 11 1 1 � 'o=== R \ 11 �il =_II�- II C ®V \\ 11 ® �� \ y11��/ I l a 11 / u 1 1 1 1 1 1 1 2.3 7/r D.L. OK. 34° 1 1 LEAF MOTH 1 23 7/8° MAX. W. OPG 34" MAX. LEAF WIDTH 1 1 1021 —111015/01 ( oxxo ) WITH PANEL SIDEMEN 3° 12° SURFACE APPLIED FALSE MUNFINS MAY 8E USED 1OS° MAX. MAZE WIDTH 12° 12° SIDELITE OPTIONS TYPICAL ELEVATION ( oxen ) 3" MAX. CORNERS grm DIRECT SET SIDELITES faepticrimxtealroNolso Ellie: JA AHMAD FLA. 1 CAIN. 7638 drawing no. WO1 -64 (Sheet 2 of 15) In 1 11 /+11 \ II / iT 11 / u \ 11 11 11 .4-i. - il /110 0 ___�_ Q/--A. / 1 11 — \ 11 $ 11 / t''ii- =_ 00 = = =11 = -1 it, IA -- ISI -� ` ti ®11 \` 11 - O 11 // 11 N11/ SIDELITE OPTIONS TYPICAL ELEVATION ( oxen ) 3" MAX. CORNERS grm DIRECT SET SIDELITES faepticrimxtealroNolso Ellie: JA AHMAD FLA. 1 CAIN. 7638 drawing no. WO1 -64 (Sheet 2 of 15) 090 PV8 INLT98AYER SAFLEX WO BY .SOLUT1 ' .092° ALUM PANEL 1/8° ANN. GLASS 8/8° T X. PLYWOOD SILICONE SILICONE .082° ALUM PANEL OE 2800 GE 2800 WINDOW fILAZING DETAILS 010 T 8° FROM ENDS AND 18° 0.0. MAX. 8 3/4° MAX. HEAD /SILL CORNERS 39 1/20 MAX. FRAME WIDTH 38 $/8° MAX. LEAF MOTH 13 3/4° MAX. HEAD/SAL \I 1 [I7 AGA m ALUM CLADA►LYWOOD PANEL 27—grAmorm MAX. 33-1 /V HEXOHT MAX. TYPICAL ELEVATION (X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAF DOOR WITH SERIES MO_ SINGLE HUNS WDW. INSERT WINDOW INSERT OPTION 28 1/20 WINDOW WIDTH 28 3/8° O.L. OPG. (FOXED) M8 1/4° I MAX. 0 g /1/ ii %/ 24° j D.L. 010. 28 1/40 VENT WIDTH 8° MAX. HEAD CORD m NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. Eng: AVM MAO CWIL HA. PE 0592 CAM. 1 0 0 W 0 n' 1 drawing no WO1 -64 (!heat 3 of 1S) SINGLE LEAF (8) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - P85' FRAINE WIDTH INCHES FRAME WIGHT INGES GLASS TYPES 'A'. '8' OR 'D' EXIT( +) [Ng-) 31 1/2 79 3/4 65.0 65.0 37 1/2 65.0 85.0 31 1/2 83 3/4 85.0 65.0 37 1/2 85.0 88.0 31 1/2 95 3/4 85.0 65.0 37 1/2 65.0 65.0 DOUBLE LEAF (8H) DOORS WITHOUT SIDELTIE DESIGN LOAD CAPACCPY - PEP GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A'. 'R' OR 'D' INCHES INCHES EXT.( +) MT.( -) 80 3/4 65.0 88.0 72 65.0 65.0 80 3/4 65.0 65.0 72 65.0 65.0 95 3/4 65.0 65.0 72 85.0 80.0 (X) STATIONARY PANEL (0) OR DOORS WTAH 8IDEUTE8 DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES 0008 WIDTH INS PANEL SIOEUTE WIDTH INCHES 08E01 9ET =ELITE WIDTH INCHES . TYPES A, 'S' 02 '0' w. ( +) INT. ( -) INCHES EXT.( +) 30 18 65.0 85.0 65.0 31 1/2 (I) 38 18 85.0 88.0 85.0 85.0 60 000 42 18 48 18 65.0 65.0 70 3/4 54 18 85.0 85.0 30 18 85.0 65.0 37 1/2 (X) 38 18 65.0 85.0 72 (Na) 42 18 85.0. 65.0 48 18 65.0 65.0 30 18 85.0 85.0 31 1/2 (X) 38 18 65.0 85.0 10 (99) 42 16 85.0 85.0 83 3/4 48 18 65.0 65.0 37 1/2 (X) 30 18 85.0 65.0 eso 65.0 72 000 38 18 65.0 65.0 42 18 31 1/2 (X) 30 36 18 18 85.0 65.0 85.0 85.0 96 3/4 NO 42 18 65.0 85.0 37 1/2 (X) 30 18 65.0 65.0 72 GOO 36 18 65.0 85.0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FOC. SINGLE LEAF (9) DOORS WITH H.H. INSERT DESIGN LOAD CAPACITY - PSF 5/8° PLYS00D FRAME 6101H FRAME H00HT .068° ALUM PANEL INCHES INCHES EXT.( +) DIE.( -) 31 1/2 \ 65.0 65.0 39 '1/2 83 3/4 85.0 65.0 • ACM W NOTE: GLASS CAPACFf1ES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA09 -DEC -219 DOOR W. SE01470 W. 1 ( ) OXX EXTERIOR =ELITE W SIDEUT W. (0) / / / ii \ // \\ \ / / \ \ \ • / \ \. / \ / r, \ \ 1 ( ) OXX EXTERIOR =ELITE W SIDEUT W. (0) ■ // \\ \ / / \ \ \ • / // / \. / / r, \ \ 1 ( ) OXX EXTERIOR =ELITE W SIDEUT W. (0) 40 (0X0) 094R!6 4. K ]1[ Zinn WAWA ARNO CAC �Cp .A.N 353871b92 ( OXXO ) ellOSOCTREVISED siisa=wUk PUMA Waft 1 43 1 1 1 1 drawing n0. WO1 -64 ■ / / / r, \ \ 40 (0X0) 094R!6 4. K ]1[ Zinn WAWA ARNO CAC �Cp .A.N 353871b92 ( OXXO ) ellOSOCTREVISED siisa=wUk PUMA Waft 1 43 1 1 1 1 drawing n0. WO1 -64 1/8° HEAT STREN'D GLASS 090 PVB INTERLAYER SAFT EX MG BY '80LUTIA' 1/8° HEAT STREN'D GLASS SIJCONE GE 2800 #10 X 3/4° PH SUS AT 5° FROM ENDS AND CAA`s t /z° a GLASS TYPE 'A' 1/8° HEAT STREN'D GLASS .015° URETHANE ADHESIVE .070° I4TERLAYER 'SAF —GUS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .018° URETHANE ADHESIVE 1/8° HEAT STREW() GLASS GLAZING DETAIL AT DI CT SET SIOEL.Trs SILICONE GE GLASS TYPE 'B' GLAZ G OPTION 3/18° HEAT STREN'D GLASS 080 PVB INTERLAYER SAFLEX ILO BY 'SOLUTLA' 1/2° HEX STEEL. TIP THREStXX.D BOLT 3/18° HEAT STREN'D GLASS GE 2000 GLASS TYPE 'D' BINGES; EXTRUDED ALUMINUM BUTT HINGE 1 /B°THICK AND 7 -1/2° LONG WITH 5/16° STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE E AT 10 -5/8° FROM TOP & BOTTOM AND ONE AT MIDSPAN LAC OPTIDN Al STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (FLUSH 801.15 AT TOP & 8017011 OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) 3 POINT LOCK SYSTEM BY 'G —U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1 /2° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTO OF IN— ACTIVE LEAF LOCK STILE. P18184'T /1orou 1202 .1 GLAZING ADAPTER OPTIONS Ern &MAO AHMAO PE 70592 6f a 1 72 a f k 1 drawing no. W01 -64 (sheet 5 of 15) TYPICAL ANCHORS SEE TYPICAL ANDRAS SEE TYPICAL ANCHORS FOR SP RING *1 MRCP =WO tie 2M�1ik 7 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SMUG 1/4" DIA. TAPCON BY 'TINM oR 1/4° DIA. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy-155 KR% INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 44 SMS OR SELL DRR_LMD Sf REWS (GRADE 2 CR2) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ," 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE s 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MIN C -110 HOLLOW/FUSED BLOCK AT JAMBS I'm - 2000 PSI MIN. MUMS FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL MD ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. JAWO MOW OWL FLA. PE CAN. 70892 OPERATING UNITS 3A!$ 0 6 tao (rat 6 of 1 5) EDGE DISC. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING BI 110X3 /4" PHSMS AT 4-3(4" FROM ENDS AND 14 O.C. MAX. SILICONE SILICONE 1/4" MAX.• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE SP ANGG PANEL SIDELITE UNITS PANEL =MITE INSTALLATION DETAI 110 X 3/4" PH SIRS AT 4-3 4" FROM ENDS AND ALAL 0.C. MAX. TYP 110 X 3/4" PH SUS AT 4-3/4" FROM ENDS AND 14" O.0. MAX. SILICONE SCREWS NOT REOD. FOR DEUTE/OOOR JAMB CONNECTION EXTERIOR DOOR WIDTH FRAME WIDTH MRiONiCT REVISED le=013 Ate Ned& kliWpseeNe Env AWAD AHEAD �MIM 5 (ehset 6 of 15) DIRECT SET SIDELITE INSTALLATION DETAILS PIA PE 15112 CAN. 36 .1 DIRECT SET SIDELITE UNIT Abi 200 ` rcwh g no. WO1 -64 c 9 o115 4.000 1.482 .070 .750 DOOR FRAME HEAD 2Q2 PRESSURE PLATE .813 1.217 1.514 GLAZING CHANNEL .693 13 EXT. GLAZING LEG '^pj' OSO 1.067 h- INT. GLAZING LEG (8) 10-245 X�1 /2" EH MS (THREAD CURING) 3.758 4.280 © TOP/BOTTOM RAIL ITEM # PART rf REQD. DESCRIPTION MATERIAL MAW/SUPPLIER/REMARKS 1 YE -832 1 DOOR FRAME HEAD /JAMB 6083 -16 - 2 YE ■810 1 STD. THRESHOLD 8063 48 - 2A YE -1820 1 111 -R THRESHOLD 6083 -78 - 28 YE -840 1 OPTIONAL THRESHOLD 8053 -78 - 5 YH -809 AS REQD. 5108uTE FRAME 6083 -76 - 8 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6083 -76 - 7 YE -603 .1 DOOR LEAF PAM • HINGE SC 8083 -15 - 8 YE -802 1 0008 LEAF - LOCK SIDE 6063 -T5 - 8A YE -837 1 000R LEAF - LOCK SEE (3 POINT LOCK) 6083 .45 - 9 YE ■808 2/ LEAF SNAP CAP FOR 00012 LEAF de SIL. 8083 45 - 10 YE-816 AS REID. COYER PLATE 6053 -T8 - 12 YE -824 4/ LEAF GLAZING CHANNEL 6083 -46 - 13 YE -838 AS REQD. INTERIOR GLAZING LEO 6083 -75 - 14 YE -833 AS REQD. INTERIOR GLAZING 1.20 6083 -75 - 18 YH -823 AS REOD. GLAZING GASKET VIM DUROMETER 78 SHE A 18 YH ■4004 ' AS REM. WOIN. RN NEATHERSTRIPPINO (.187 X .280) - ULTRAFAB 17 YH-822 AS REQD. 9143 WEATHERSTRIPPING (.196 X .280) VINYL DUROMETER 75 SHORE A 19 YH -815 1 LOCK SET BY 14ARLOC OR 'HEMLOCK - - 20 TH-610 AS NEW. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH -850 3/ LEAF BUTT HINGES, AT 10 -8/8° FROM ENDS & SAMPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -75 2 -1/2° LONG 23 YH -830 2/ LEAF 3/13° 01A. THREADED ROD STEEL - 24 TH -618 2/ LEAF 3/8° -18 HEX FLANGE NUT STEEL: - 25 TH -841 AS RE ID. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE ■842 2/ LEAF FLUSH BOLT GUIDE, 1 -1/2° LONO) 6063 -T6 - 27 YH -858 2/ LEAF RUSH BOLT ADJUSTMENT PLATE ST. STEEL - 20 11.1•881 1 LR OIECTNE BOX NYLON - 29 YH -818 1 PASSAGE LEVER SET ASSEMBLY (MODEL 101 ^PL) - YALE 30 YH -817 1 DEADBOLT ASSEMBLY (MODEL 520 -SOL. MI..) - - 31 YH -818 AS REGD. INSTALLATION SCREW COVER STRIP 8083 -76 - 32 Y1+-808 AS MID. SMITE FRAME MULLON 8083 .48 - 4.282 07 HINGE STILE YH -880 HINGE ASSEMBLY Plinsuat sews :mums Pinta Awradorwoloo 7 ►2 2.124 4.671 C) LOCK STILE .535 1.490 SIDELITE FRAME 1.990 .110 2.115 .110 1.500 2.810 .500 L .500 1.508 Env JAS AMMO RA PE 1_70592 .078 4.082 ® LOCK STILE (FOR 3 POINT LOCK OPTION) 4.000 STD. THRESHOLD 4.000 ® HI- RISETHRESHOLD 4.000 ® OPTIONAL THRESHOLD 0i SO drawing no. WO1 -64 (sheet tg of 15) AAA UPPER GORNER (3) #10 X t" 8Id8 EXTERIOR FRAME LOWER CORNER E JAW C.A.N. RA PE # 70592 ois tot 1 drawing no. WO1 -64 sheet 11 of 151 TOP FLUSHBOLT ASSEMBLY (2) tO -24 POINV B uT. FH. MS 1 -1/2' LONG ALUM. ATTAG ATiOP BOTTOM (sHo N) FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY CONCEALED FLUSH BOLTS OMER PLATE NATH DOUBLE ROW FIN SEAL WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADAPTING PLATE WRH (2) i8^2 UNDERCUT 4 yr SMS. BOTTOM FLUSHBOLT ASSEMBLY ExTER(oR max* wow Os PIM& E gn AVG AHMAD OWL RA. PE titan CAN. 0614" `A S 1 draw)ng no WO1 -64 sheet 42 01'15) 3,e4° MIN. 111MN BOLT PENETRATIGI EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE EMS ELEV. FOR SPACING SEE SMS ELEV. FOR SPACING I'j SINGLE (X) OPERATING UNITS W/ S.H. WOW, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WEEPHOLES: WI R 1° LONG WEEP NOTCH AT EACH END Engr. JAM At*MD CIVIL FIA 70HSB9 1 drawing no WO1 -64 cngr MAO ARM) Cp F CALM. X838 1 drawing no. W01 -64 (sheet 14 o118) FRAME HEAD FOXED RAIL VENT TOP RAIL BQA VENT BOTTOM RAIL FRAME SILL 1.125 1.070 -►II* -.058 .812 VENT SIDE RAIL ® FRAME JAMB S.H. VENT CORNER DETAI(, ITEM p PART ! REQD. DESCRIPTION MATERIAL MANP./SUPPW8R/REMA888 1A YE -188 1 FRAME HEAD 8083 -T5 - 2A YE -187 1 FRAME SBJ. 6063-49 3A YE -102 2 FRAME JAMB 6083 -T9 ..- YE -182 1 FIXED RAIL. X83 -45 - BA YE -181 1 VENT ECP RAIL 6083-48 - 6A YE -188 1 VENT BOTTOM RAE. 6083• -T9 - 7A YE-92 2 VENT JAMB 6083 -19 - BA 113■4 AS REQO. OU1ZIN0 BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK & TACKLE BALANCE - - 11A YH-822 AS REQO. BULB VINYL. - SINGLE ROW PVC DUROMETER 75 SHORE A I3A Y14-860F AS READ. PILE- SCHI.EGfl .167 X .280 - FM SEAL (OOIRB.E) 14A 11-804 2/ VENT VENT LATCHES NYLON/CELCON AT 11° FROM ENDS 14A4 111-818 2/ VENT CAM LOOKS TMIAX AT 11° FROM ENDS 15A +i0 X 3/4° 8 FRAME AMY SCRWES CRS PLATED, PH MS 18A p8 X 1° 2 FOXED RAIL SCREWS CRS CAD PLATED. PH SMS 17A #8 X 1 -1/4° 4/ VENT VENT ASSEMBLY SCRIMS CRS CAD PLATED, PH SMS 18A VH -880 1 REINFORCING BAR (.625 X .312, SXEEX. - SERGE HUNG WINDOW INSERT FOR KNOTS (X) DOOR we WEEP NOTCH AT fAGi END OF SCREEN RETAINING LEG S.H. FRAM CORNER DETAIJ, 1 1 0 0 drawing no. WO1 -64 sgs Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 154413 Permit Number: RC -11 -09 -1806 Inspection Date: December 22, 2010 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Shutter Final Work Classification: Garage Enclosure Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments CONVERT GARAGE INTO A FAMILY AND LAUNDRY ROOM. MODIFY WINDOW ZIZE AND CONVERT IT TO A FRENCH DOOR. AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 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 December 22, 2010 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 154413 Permit Number: RC -11 -09 -1806 Inspection Date: December 22, 2010 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Shutter Final Work Classification: Garage Enclosure Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments CONVERT GARAGE INTO A FAMILY AND LAUNDRY ROOM. MODIFY WINDOW ZIZE AND CONVERT IT TO A FRENCH DOOR. AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 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 December 22, 2010 Page 1 of 1 MIAMFDADE cou�� TY Avg �C QS� 571 t I- - -etry `e,r' "DD-tv- 6I1-1,eQa. 1X013 //b ri BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) field -Wen, Int. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door wfwo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant 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 ofNOA. 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 an orrice of the NOA is displayed, then it shah be done in its entirety. INNECnOAI: ti ceFy offhis antire NOA shall be provided to the distributors l• a 11=e litilaVe for inspection at the job site at the Thin NOA•$evviads aiud rtn$w.s.NOA # 02- 1216.09 and consists of this pa 2, as well as approval document mentioned above. Tito sttbigitted docentation wn reviewed by Jaime D. Gascon, P. Rcdf_ /8oi ;-JEJ alb MIAMI -DADS COUNTY, FLORIDA METRO -DA ° RBUILDIT40. ° >' 140 WEST " ` R`STI*1V : U TE 1603 563 (305; 37 • + l FAX -6339 www ,= iamidade.gov /huddinecode • • • • • • • • • • • • • • • • • • • • ��V L�J /";• • • • • • • • • • • •• • • • 3074 Di • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • g s "trial. Pages E- and E- NO-4k. No. 07- 0731.01 Ex- Oration" Date: -August 15, 2012 Approval Date: November 15, Page 1 JeId -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9%0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216,09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 3. Test reports on 1) Air infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/1112001, signed and sealed by Ramesh C. Patel, P.E. • • • • • :(Su1 gtr NOA# 02- 1216.09) • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • •• • • • ••• ••• ••• • • • • • • • • • • •• • • • • • •• • • •• •• • • • E -1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •i• • • • ••• • • Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date; August 15,2012 Approval Date: November 15, 2007 Jekd -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.99) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by lntertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 024216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• • • •• • • •• • • • E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 • • ••• WO EN® Steel • 818"N✓AL� t1. TOLFSWDW • TOTES • • 1. THE PRODUCT $ DESIGNED TO cows), SIN IHBe2004 FLOl6DA 81410X!10 • Com (W/ 2005 a 2006 55.111 EMO4FS! •r:•Fs�• �•n1 ... 4..,2Y WOOD Bi 0 . MUST Ee/"''�ii PROPERLY TO TRANSFER • • i.eP uCr won 5 AS ush W1/ epee PER A401104 LOGNIDN • • DRAWING4. ANCHOR 1048EOMENT TO 84SE M4Tlil00L SHALL BE MYOND WALL • • • •OR[^S$1NG OR SlUCC0. • •••• • 4. SgE TAME 1.01r1lattET FOR Azar" Rows. • • • twits Pc1CT .:last TM IVATER REOIRREM805 FOR "We zoNES. SEE • THE DESIGN I; CHART moo • s • 4•� � S OU87E A i iAPPROVED IMPACT • • 7. S1DEUTES ARE AN OPTIOMAN0 CAN kic MEP W/ A SWGLE OR DOUBLE • • • t•A ,e; y« r y.+ 64 AU3WARLE STRESS IS USED IN DE5101 M • • • LEAF. F 24 go. (0. ' t minimum thickness. Galvanized Steel A -525 conunerdal qually 4i 7b per ASTM 620 with overage minimum yield err (29011.19119x E�Med potyslyrmne with 1.0 to 1.25 8!s. /d density. by aggrageLftgardaram The active and inactive panels are constructed from 240A (0.020° mkt.) galvanized steel. The Moe sheet tips and bottoms are bot 917 over the tap and bottom ro88. The top roil consists of LVL measuring 1.6r x LA' high. The bottom rob id rolled formed 0.021' galvordzed steel meosratng 1.67 wide x 1.21' high w/ 0 1.645° x 3' tong x 0.931' piece of pressed fiber board in the comae of the steel bottom which is butted to the side stiles & secured w/ (1) 0.5 x r wire staple at each corer. The rites of the fore sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.6r x 1.r. The interior cavity is 4206 with polystyrene. The face sheets ore glued to the polystyrene. The panels are routed to receive the OM. & Trinity Ute Frames. The ete frames are wet glazed on the interior. The urine are glared N/ 0.125' tempered globs. Ebesd_Sigg • Pared ConeL The Bashi 10 constructed from 2404. (0.020' min.) galvanized steal. The edges of the face Meet are bent 90' over the polystyrene core and gkrod to I The edefte panels are routed to receive Ore 001 & Trinity Ute Frames. The 18e frames are wet glazed on the ktetbr and exteda. The units ore gazed w/ 0.125° tampered glass. The Frames ore constructed from Ponderosa Pine jambs measuring 115' wide x 4.563' deep. the Feat jambs ore mortised and butt joined to the side jambs and dtftS ed with (3) 16G4. 2" x 7/16' CRIER who staples. The units use an aluminum bump face Pemko threshold measuring 4. 041" deep x 1' high. The threshold 10 attached to the frame with (3) 1604 r x 7/15° cram wire staples TAELE0FOONIE 18 1 6 T`N'rt7 77 1;iJ , t Pi ?15. DESMPTION MOMS 7 8. UN t bIIP08ENIS ^ j .875' TYP. 81.25' MAX 0A FRAME 1101047 80• MAX. OA HEIGHT 744' MAX. 0A FRAM' W81M .125' 38' MAX. 0.A. PANEL 81D1H 36.625' M4X OA PANEL WITH IV /ASTRAGAL - 70.2r MAX. OA FRAM W81TH .75' MUIL 84R VP. .875' 3r MAX OA TYP. PANEL VIM 15.5" MAX OA SIDEI SE FRAM WIDT1 14' MAX. 0A PANEL WIDTH PRODUCTREVISEO as domplytng with the Florida Building Cod; Acceptance No0 ' .01 • ,1l10'. 2. 51125' WX. OA. 01.0. 1151GM 80• MAIL OA PANEL Hf70r10 6' MAX OAMO� 0. 81.25' OA FRAME HECHT 63.125' MAX OA. NEWT DO. .63' .63' .875' TYP. 80' MAX OA PANEL MOW 81.25' MAX OA FRAME HIM* 625' 37.75" MAX. 0.A. FRAM WIDTH 36` MAX OA PANEL WIDTH 1 i• 1or AWL DA FRAME ERN .125' 751011L1. 36.625' MAX 0A me PAS WIDTH 36 MAIL 0A W /ASS posa WIDTH 7iha -lla. 0 J!dsia' a;di:1I7 a:(. t!; 15.5' MAX 0A SWEDE FRAME WIN 14' MAX 0A PANEL WIDTH 63. 25` M4X 0A D.L.O. NOOK ao• MAX 0A PANEL FIEIGHT 81.25" 0) FRAME HOMO 6' MAX OA TH O. 63.125' MAX 0A D.40. Haw TABLE 1: UNIT DO .625 Ila.i ai34._ L1I3B;tti OF:SIGN PRESSURE RA181D WERE MAI R oUtTR#NOH REOUAPEMENT 15 NEEOED UMT TYPE W2 f SURFACE BOLTS 0011 OUT SURFACE BOLTS SSE VI/WO 90h1RfS (5. OX x0. 0X0) +85 psi -65 pat +50 pet -S0 of DOME W/M5 SIDa11ES (105. oft XX0, 070(0) N/A +50 pi -50 pis LCSi1t� cgAkaingdmn IP eN4qm4g1a3y23 PIM& 3 68 Face a.ason. d aaaimtanun w0. 2001* Prepared By: ATM Ar gaff 3 LLC Phone: 211 -600 -1788 Fpx: 321- 680 -1759 Dui 12 -13-01 S0Fte NTS owe. SY WLN euvmn 9-2105 Neu 1 OF 8 • 1.50" •11914.• • 0.254 MAX. SHIM • • • • • 0000 • • • • • • • • • • • • o • • • • • CONCRETE/ MASONRY BY OTHERS • Wont • y rr-za- BET711, OAP SWEET 5 • • • 411r2 Illi 0 •OP • (i) II • • • • () • ::.. \ ,.. .... • • EP al• • SEE NOTE 2 ON SHT. 4 81.25° MAX. O.A. FRAME HEIGHT SEE NOTE 2 ON SHT. 4 lalgriA7 FOR OPTIONAL 1/20 & 1" LO. SEE SHEET 17 ID :" 0 e i -'. SEE NOTE 90 ON SHT. 4 @ IliS 1.25" MIN. EMB. 1.75" MIN. PANEL THK, Cti 0.125" MIN. CLASS THK. 80.0" MAX. 0.A. PANEL HEIGHT 0.625" CONCRETE/ 2.5" MIN. MASONRY EDGE DIST. BY OTHERS (1 ), VTIEPCAL. CROS5 SECTION WITH BUMP THRESHOLD 1.50" MIN. 0.25" EMEt MAX, SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL 5-,,A" ON SHEET 5 SEE NOTE 6 ON SHT 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. Ittelf28 81.25" MAX. FOR OPTIONAL 0.A. 1/2" & 1" I.G. FRAME SEE SHEET 17 HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE $ ON SW. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 6 mk$ sAL 1.00" MIN. EMB. SEE NOTE 3 ON SHT. 4 80.0" MAX. 0,A. PANEL HEIGHT e SEE NOTE 3 ON . 4 .75 2.5" MIN., MIN. EDGE DIST. VERTICAL CROSS SECTION \g.) AT sparm SASH CONCRETE/ MASONRY BY OTHERS Pell11111111111111111111111•1141111 111111110-i'.41412allgrOIEW12111111111.1101111111111 win= • ylarvi id1 iniri:7.71 ai4N J_ 4'.' PoNDE•osa INCIIIUL,77JINEafg=1.60;1Fri77011111+71f+Tirvarsimu MEM -111rITZ11111x 111:11111r47M11111 1121111,waill1M11111111111.111111.1111111111LOINI W.I. BOLT *ACSt C=31111110.111111111111111111 11011E 4a7Ei44 7Vi:311=111111111■111.1 411111111111 NEM 11111111111111111111111111 111711QTAdla .4111111111UMIN..! I 11011-31W.14.11;71-0/GijZ51111111111111111111111L70111 IIT3IFJ27777.72ThaViarria KEINCiakui;AZ-VIElrilv,_MTZEaLtlitIoX gra Fr_11-11.F.,,=xt:ALE,migiiimaalLICILM11 RE111111E7.2:1111 iL',.K Tir0 MININIMIMP1.4.71111 C.A111111111111111111111111111111110IMII 11E231r fMlaV'ez'-`afFr_STAIIIIIIIIMINMINIIIIIIIIIIIMINIETITAIMI irarormntzgtrq-AoEymwummi 1111111114_ IVA -EFEErEllitilaIMIIIIIIIIIIIMM1111.1111M1111E-EMII 1 EREIRR7 EW1 ri1 M111111111111111111111.10.11 1111 IEFIETLIEKT=NGDEUTE .0 NMI Ei"..(iN1FINIIIN74-411111 111 .,..14E,L=EMI'LMNIIIIIIIMNIIMENINomma 1.1la-gralffellol-Tiv-IL131101110.111111F-05111111 14170111Telf4MI1 -J;i2.watItei.f4011111117■72. NMI GI ZWz; Y-11 .1 jMV,E4W40.11M:DAMIE20111•11Viill=11 1011t..-a=AbLa4U2a4111111111111N1111111.11111 IVA ratitaa i1 A;iiiita111111111111.1111111111111111NIMIIMAINI InIka.--Wral7F4-IrerjiiE-1111111111MEMIER.741M1 HY'. J. a, PON, ., 4 WOOD 11[711111174=4171111,;e11Wii,41 It711111..rilraillUIMMZ2311HEINI ,111- IrlilinavnivIrkrvi:adtarlritio..41;o1A1 11E1111d1W-gYa4 t4itailii7=41=111111111IIIIMAIIII 311fffeeuELIE/21h,„111111W011M mai rilau-I.La1 &i1 T,77AM4 IIMIE051111! STRIKE Imo tmluarzaniFgon.,-ArcLuziormi irmatoarArt;fzialmou-eim WEilF■17.511/=3101111=111111111mimaimmiml NEM =k72_,AG/L oimstat,misill111 gqn10141 • jiigitC° A.:;:nce NO ° 1.01 MEM tOth.6101 EH° S. Nielsen • RN** P. E. 14o. 41E23 PTO. LLC ICU CoNNINO Strbet Rceldedrae. Porldo COrtOkeb, so NAhoattaeon NO. Prepared Ely: PTC, LLC Phone: 321-890-1788 Fax 321-690—t789 ••• 12-13-01 SALE. Eh: WLN CHIC Elt RW OPINING P. S-2105 sew or 8 SEE NOTE 4 • ON Sidi 4 1 • • • •••• ••• •• ••• • • • • • •••• OD (it)0000A Oro • • • •• • • • • • • ••• • • • la 0I t -.1111111111111111= -Tr - 1.50" MIN. EMBED. FOR OPTIONAL 1/2" & 1" LG. SEE SWEET 17 SEE WAIL 5 ON SHEET 5 FOR OPTONAL 1/2" & 1" 1.G. SEE SHEET 17 0.2 �HORIZONTAL CROSS SECTION CATCH JAMB TO BUCK 1NACTh SEE NOTE I 01■ SHT. 4 ®0© 00000 0.125" MIN. SEE NOTE 2 ON SHT. 4 GLASS M. 1.75" MIN. PANEL MK. SEE NOTE 2 ON SHT. 4 SEE DETAR 5 ON SHEET 5 SEE NOTE 7 ON SPIT. 4 4 rn HORIZONTAL CROSS. SECTION HINGE JAMB TO BUCK FOR OPTIONAL 1/2" & 1" I.G. AcrlvE SEE SHEET 17 0.25" MAX. — SHIM w 1.501 184. EMBED. ••3 • a '4C 4. PRODUCT REVISED as complying with the Horlda Banding Code Acceptance No -0 Q Expired.. Datee, rt►� -� '/z Division ASTRAGAL THROW BOLTS (2) TOTAL: (1 EACH) 0.31" DAA x 9.0" LG. AT TOP & BOTTOM 1.75" MIN. PANEL THK, 0.125" MIN. GLASS fl HORIZONTAL CROSS SECTION SURFACE BOLT MOUNTING SEE NOTE 4 ON SHT. 4 SEE NOTE 2,/' ON SHT. 4 HORIZONTAL CROSS SECTION, AT IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT 4 ICSjh fr1 213313 P. ¢ ;1323 1� CapMO S3113 423 sxaae OK 4.m ,33333333 as awe 8 Piepared By. APVIC Phan• 32140.1788 Pim 321.89 -.1749 a1E 12 -13-01 mut: N.T.S. sera. ex: WLN rW:rbm Tao„ S -2105 r w_a_ • •• •• • • •• • • • • • • • • • • • SEE NOTE 4 ON SHT. 4 •••• • • • • •• ••• • eeeemomeoe SEE NOTA • • • ON SHT. • • 000 4 O4®m Ci tD SEE NOTE 7 ON Sig 4 PRODUCT REVISED as complying with the Florida Building Code Acceptance No O .0/ mate ".II E ,.- �: 1iy "L'.� . t' - FadedCoauot EXTERIOR 1.75" MIN. PANEL THK. Division .0104• . iS•4••••• • FOR OPTION/OP • • • 1/2 "& 1 °LG.• • •SEC SHEET 17 SEE NINE 8 ON SW. 4 IV IVA 79•Z 0 75° 0.125° M GLASS THK. INTERIOR FOR OPTIONAL 1/2" E � 117 SEE NOTE 2Q ON stn.: 4 HORIZONTAL. CROSS SECTION AT SIDERITE TO LATCH JAMB 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE IWACTNE DOOR IS AS FOLLOWS: 1.0, 2.5", 4.0", 5.5; 13.0", 18.0" & 260 ". 2. SPACING FOR REM 123 THE 18 x 1 1/2° PIASCREW IS AS FOLLOWS: • 3.0" IN FROM EACH CORNER, ONE IN CENTER. Y 3.0, 13.0,26.0,39.0;52.0, &63.0'. 3. SPACING FOR ITEM 131, THE 16CA. x 3/4° BRAD TRIM NAIL ATTACHING THE 3/8" QUARTER ROUND TO THE SIDETJIE & ITEM 159, THE 16GA, x 1" BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MULLION IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8" QUARTER ROUND); 1.25" EV FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE_410_,EM4LLY• 125" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE 70 THE JAMB AND BUCK USE OEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDERITE JAMB AT 1HE MUWON USE ITEM 124, A 18 x 2" PRI WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PF11 WOOD SCREWS ATTACHING THE JAMBS TOGETHER Al' THE MUWON, IS AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDERITE PANEL IS SECURED INTO THE SIDERITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8° QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM WARS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PF11 SCREW. WHEN ATTACHING THE HAW TO THE JAMB AND 51DEL1TE JAMB AT THE MULLION USE 11174 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 18 x 1 1/2° PANNFAO SCREW (TRINITY LUTEFRAME) IS AS FOLLOWS: 91OR TIEMIE FROM THE 7QP { AR1I I Y• 325', 10,625; 18.0625', 25.4375; 32.8125' 40.1875°, 47.625' 55.0' & 62.375 °. DOOR LITEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT; 325° 11.875' & 20.375° • 325" 18.0825 ", 32.8125', 47.5625' & 62.625'. SID LIE LITEFRWE TOP„& IOT1514 FR074 x F?• (1) AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY MSTALLAIION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN 8E USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTAUAT ION. 10. USE ITEM 151 WHEN INSTALLING INTO W000 SUBSTRATE AT HEAD & JAMBS. USE (1541 125 118514 INSTAWNG INTO MULLIONS. USE ITEM 1 16 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT 57)8115 SILLS. C' ." LPL, L1:L f d L: ;lat. r,i.r • 11114 L( u'? - .2 ?.Jt_ ,IL ;. _ ub 1._ q' h.: lh (0-SEE NOTE 2 ON VT. 4 SEE NOTE 5 ON ST. 4 SEE NOTE 2 014SHT.4 „Los akI SEE DETAB. 5 ON SHEET 5 HORIZO TAL, CROSS SECTION AT SIDERITE TO HINGE JAMB SEE NOTE 3 ON SI• . 4 0.125" MIN. GLASS THIG i 0.75° FOR OPTONAL 1/2' & 1' I.G. SEE SHEET 17 EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 1.50° MIN. EMBED. SEE NOTE 6 ON SHT. 4 _SEE DETAIL 5 ON SWEET 5 0.25' M. SHIM SEE NOTE 6 ON SW. 4 FOR OPTIONAL 1/2' & 1" 1.G.- SEE SHEET 17 HORIZONTAL CROSS SECTION AT SIDERITE TO SUCK iP Q gIP 'as 1049? Eric v Nielsen PM. 110 Cogenall Street. Suite C2S rare oemteate « Petterketice ao. Wele Prepared 8y: PTC, LLC Phone 321 -690 -1788 Fax: 321 -690 -1789 once: 12 -13-01 WEE N.T.S. or4. re WLN awe er RW DRAWING NO.: 8 -2105 swEr 4- OF • •• • •• • • •• •• • • • i • • • • • • • • ••• • ••• • • • • ••••8t25. MAX. OA FRAME HEIGHT • •• 1O7" MAX. OA. FRAME WIDTH ••• • • • • 4.5' 7YP. • • 3" TYP • • ��1�pp• •7YP. -�I I-- 8.'ii•• SEE DETAIL 1 ON SHEET 5 11.125' 6 TYP. 3" TYP. r TYP. 6° IV. r TYP. 7.375 • • • 1 1 5 SAWS • • -r 31' 37.75' MAIL OA FRAME WITH 'I SEE DETAIL ,__7> ON SHEET 5 ^1 'ITYP.- o» 6° TYP. ® • • 3 3" 7YP. I-- 3" TYP. 81.25" MAX. OA HEIGHT T 5.5' ( �3 36.625" SPACES ® 11.54' SEE DETAIL 8ON18S 1 SHE 1*RODUCPRBV1SHD p co�ir nth b Florida BuildinE Code ce `,Taira • By Mia u Division SEE DETAIL 6 7.375" ON THIS SHE 31" ask product Contra/ gi hi; i2 11.625° TYR SEE DETAIL 2 ON SHEET 5 IMERLESWEIJELA NCHOR LOCetIDNS VIEWED FROM INTERIOR SEE NOTE 7 ON SHEET 4 1 5.5" DETAIL 7 STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB SEE DETAIL 4 ON SHEET 5 E WffHOUT SW. LflES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE NOTE 4 ON SHEET 4 1,0 11401 Florida P. E, 41323 Suite C25 LLC 1535 RmW6d96. Flo id MAE FWL Codrea• of A66a1mUen 10. 760.8 Prepared Sy I" AP' MEP PTC, LLC Phone: 321- 690 -1788 Fez 321 -690-1789 12 -13-01 WEL N.T.S. ONG. BY: WLN CHIC V* RV/ OWNS NO.: 5 -2105 io A ••• • • • • • •••• • • • • EXTERIOR • • • • • • • •• • • ••• • • • • • • • • EXTERIOR INTERIOR •• • • • • • 0.125» MW. TEMP. GLASS THICKNESS INjE�?O • • • • SEEt4OTE 2 ON SHT. 4 3 GLAZING DETAIL ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS W/ 1/2" MW. GLASS BITE SPARTECH POLYCOM PP 5530 C13 47 GIAZWWG DETAIL TRINITY LITE FRAME 1" INSULATE) TEMPERED GLASS W/ 1/2" MIN. GLASS BITE LUPOY EU -5007 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR ®1" I.G.U. W/ 1/8" TEMPERED GLASS W/ 1/2" MIN. GLASS BITE SPARTECH POLYCOU PP 5530 C13 .25" x .50" INTERCEPT STEEL SPACER 0.500" MIN. GLASS THK. 0.125" TEMP. GLASS 0.250" AIR SPACE INTERIOR GLASS BITE SEE NOTE 8 ON SHT. 4 &AZI DETALL TRINTY LTTE FRAME 45 1/2" INSULATED TEMPERED GLASS W/ 1/2" MIN. GLASS BITE WPOY EU -5007 0.125" TEMP. GLASS PRODUCT REVISED as complying with the Florida Building Coda Acceptance No O — L 01 Expiration _.7 "77%' a AEI By 1.,. Minna Er aduat Conmrt Division 411 1 u m Edo LSidt Winn Panda P. E. a 41323 C, LLC 1535 Cogestell Rockledge. Pled& 32855 CM of Millertfollon Mk 25036 Prepared By: AlMassrallisr 4 PLC. LLC Phone 321- 690-1788 Fox: 321 - 690 -1789 cm 12 -13 -01 SCALE: N.T.S. weo. er WLN pot. B; RW MEW no.: 5 -2105 • •• • • •• • • •• • • • • • •• • I-- 1.e7' -I I- •••• I 0255" -{ r 1 1.2=° �i %iii f.00° • • • kfit r 14'.. •:. 12 � •�i• • ; • • 24G4 (.0� s & • • • • • •••• •••• • •••• • •••• • • • • • • •••• •1•••• vs,* dam' w • • I • •• • 1•••J •i•�ts -- 4.041'•• • 18 OUTSW1N RUMP FACE THRESHOLD 0.051" THK. WALL ALUMIMJM { oze j I 0.50' 1 �_r 0.14' 0.53` -- I- f0 SCHLEGEL 0 -LON QDS 650 1.75' ro ASTRAGAL HAS TWO .312° D4L x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM --1 1.02° I- ASTRAGAL Q>yPE1t6Q 40 6063 -76 ALUMMJM 2.50' 1.25' - r0.25'J1.38' -I Cy411.1. CAP PINE --( J- 0.513' [- -1.75' --�� 2.52' OTRM811 50' s TIE ERNE 0.75' 1---I 0 41 ASAL STRIKE PLATE (IMPEPJAL 0.125' STEEL) 12' 2.03' 1.65` 0.83- 1" 037- 5' ti 0.375' --I IZT 57 f� O3/8" QUARTER RO M MOP x 3.0' LONG PINE -11.013' I- Iwo,..1 8.00' 0.75' 0 (0.26° THK. STEED } 4.00' 1.71' -• f5 WO00 L LVL ear L_ 1.73' 1.25 4.5625" 2.19' /10 /'./ ii/ 0.75' //// 0.50° FINGER JOINTED PONDEROSA PINE 0 0 mum 52 STR8 PLATE --+ 1.08' r-- 2.67' - r O Q00R LATCH DiAD BOLT STRNCE PLATE 0 PRODUCT REVISED as complying with the Florida Building Code AccPaneo • -O �/. Ea - Dallo m . ;11'FSi • >> �._.. Division Contr --11-•- 0.125' 0.75' 2.125' (-31 SURFACET SPACE (0.50' THK. PLA57IG) 2.040' L 0 F 2.87° L h---I- 0.75° 0 Oc7' : (NES .125' STEEL) L. 0 0 0 01 0.097' 4-- 4.000° ---� OM402R slEFL ER HWOE 5 4 x 4° x .097' THK. STEEL \'•••0 Eves Nielsen Flmtde P. E. NO. 41$23 Sults Ca 1 its -MNY°. Rad& 32088 MPS QM1Ybat. a AewUeBm MG aa38 0 t 0 a og m 4 Prepared 8/: PM, LLC Plane: 321- 690 -1788 For 321 -890 -1789 TE 12 -13 -01 s J N.T.S. DIM BY: WLN CHM aY: Rif S -2105 sterr 8OF 8 John Berryman, PE 248 NE 98th Street Miami Shores, FL 33138 RE: Certification of Insulation installed at 248 NE 98th Street, Miami Shores FL 33138 Be it known that I certify that the insulation was installed as called for on the plans associated with this garage enclosure in the exterior walls and ceiling /roof. Certifi ohn Berryman, PE Owner /Contractor 'to J' So - ti 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 FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): iQ.i ` Phone #: ,� SAC! �'J 12 Address: Z"'( 5 N ,7 City: 44 l to Pk L. ✓A Tenant/Lessee Name: n Phone #: Email: Jo t? 1 F l B A1' . Z.()) A. JOB ADDRESS: Z•- T ✓ `t C.• ett 5 f BIEUMW/E AI Oa 1 6 MO Permit No. C c Q - 80c=, Master Permit No. State: PL-- Zip: 3 3 13 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: kY.> City: Qualifier Name: State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: (12 k NO Flood Zone: Phone #: r Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Description of Work: UNew ❑ ' : • air/Replace IF V k 1C`J', -� a el it ❑Demolition COLOR THROUGHRO r'' TILE IS REQUIRED acknowledged by: * *, * * *, , * * *, ******,u********* * * *** * * **** Fees * * * * * * * * *** *** * * * * * *, * *, * * * ** ******,r ******* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 4 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 attach, <. = . Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit curs .even 7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr Lion fee will be charged. Signature ` Signature The fore day o ner or Agent ent was acknowledged before me this 20_,by w.. , ersonally known to me or who has produced As identification and hb\Ai1 II eon, oath. • 03106 NOTARY PUBLIC: Sign: Print: My Commission Expires: NOT onicsslon # s"•�''> 00765901 ,r` ///1111111110\ \\ 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: *at****4r9Y4t+ Yekflnh*ekeh***ot*9Y*vY*******rot*4t+t+t*4koY***ak*stvt ik*******+ YaY4t4r9t**nY*k+ Y+ Y+ kek4k+ Y***nY*oY9t***ek+ Y**ek*4t**4Yik*akaYek4tat**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAMIDE COUNTY Z((8 M g- 12;1 5-i- U. ot..,,,Air 4A-fair 1 - '14 fP* MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING l 0 WEST FLAGLER STREET, SUITE 1603 CE (BC �; +� OEC 1 5 2010 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NO e , ®, ®,,. www.miamidade.zov/buildingcode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard,, Klamath Falls, OR 97601 BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION f009-Ino voPE: 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 ,, a i 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w/wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13 /2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant 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 dope in its entirety. INSPECTION: A copy of this entire NOA shall be provided toel the manufacturer or its distributors and shall be available for inspection at theFJob bite at the rquest of the Building Official. This NOA revises and renews NOA # 02- 1216.09 and consists 10 this; p4ge 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. \`' - ' `:14 The submitted documentation was reviewed by Jaime D f asgo l F;E I' \ w 1 NOA No. 07- 0731.01 Expiration Date: August 15, 2012 'Approval Date: November 15, 2007 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, . signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -699W, dated 11 /11 /01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked-up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, ed and sealed by Ramesh C. Patel, P.E. Milted under NOA# 02- 1216.09) E -1 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 07 -0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638-03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02-1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1 929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02- 1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, F.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -2 OESYfd PRESSU E RATN1O WnfRt WATER dAF7LWA31CN REQWRROANf IS NEEQED W8T iW WTOi SURFS BOLTS YOPN OUT SUWTAOE 80L1S SRdCdE W SfDELRES OX X0 OX 0 +85 p f -55 psi +50 p -50 p ;�f +50 PN -50IIJ pOU&E W SI0EWES XJ6 OXX co, 0XX0 A 0.25" MAX. SHIM 1.50" MIN. EMB. CONCRETE/ r MASONRY BY OTHERS EE DETAIL 5_, ON SHEET 5 CY' 81.25" MAX. 0.A. FRAME HEIGHT SEE NOTE 2c ON SHT. 4 SEE NOTE ON SHT. 1.75" MIN. PANEL THK. lir /1: FOR OP:t 1FIAL 1/2" & I.G. SEE SHE #7 0.125" MIN. GLASS THK. EKBOOR 80.0" MAX. 0.A PANEL HEIGHT SEE NOTE 9 ON SHT. 4 1.25" MIN. EMB. AC& • • • 2.5" MIN. EDGE DIST. VERTio; CROSS SECTION WI THRESHOLD 0.625" CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25" ne MAX. SHIM CONCRETE/ MASONRY BY OTHERS 'ene s;doiA 01111/1 EE DETAIL ON SHEET 5 5._../1 SEE NOTE efir) SEE NOTE 3 ON SHT. 4 ON SHt 4 1.75" MIN, PANEL THK. SEE NOTE 2 ON SHT. 4 81.25" MAX. 0.A. FRAME HEIGHT 0.125" MIN. GLASS THK. UCEDE FOR OPTIONAL 1/2" & 1" LG. SEE SHEET #7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 80.0" MAX. O.A. PANEL HEIGHT SEE DETAIL 5 ON SHEET 5 SEE NOTE 3 ON S . 4 1.00" MIN. EMB. .75 2.5" MI MIN. EDGE DIST. (\ VERTICAL CROSS SECTION AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS IZAE 1 DOOR 23 FACE 7 8 9 10 11 12 13 14 15 18 19 20 21 22 23 '1 2 4GA. 0.020 FRAME HEAD FINGER JOINTED iEROSA PINE FRAME HINGE JAMB (FINGER JOINTED PONDEROSA FINE) FRAME LATCH JAMB (FINGER JOINTED PONDEROS4 PINE) 11 r ...AA.; -11xx DOOR LATCH STILE SURFACE BOLT SPACER (BY IVES) SURFACE 8011 STRIKE PLATE (BY IVES) COMPRESSION WEATHERSTRIP 1- - 00011 BOTTOM RAIL WOR HINGE SALE 110 x 1.7e PSI WOOD SCREW LOCK BLOCK PAVER JOINTED * N .3 16 MY TAPCON ANCHOR VI 1.25 MR EMBED. EXPANDED POLYSTYREIE 1.0 to 1.25 lb. g, BY JEW-WEN PLASTIC STEEL FOAM • o BUMP ACE WOOD SUB BUCK IM (0.25" MAX THK. HIGH DENSITY PLASTIC 011 GREATER) KSET 400 SERIES KNOB 77TAN 700 SERIES bEADOOLT (NOT soma 8 x 1.50" PLASOREV LITE FRAME !ear - BY PEMKO x 2.50 PFH WOOD STEEL WOOD STEEL =EL ALUMINUM WOOD STEEL STEEL 10 x 1 PFH WOOD SCREW 10 x 2" PFH WOOD SCREW SURFACE BOLT BY IVES 1EJiL.i37j71I ,4 .30 31 H mai_______ E1SCHLAGE OF-ADBOLT ; STOWE' STEEL FACE SHEET 240A (0.020" MIN. STEEL) 1 ." TEMPERED GLASS BY PPG Wr:BzWrw-x-iir MN Will -4.. - 1r 1 111 c14111111111 FX1C175711 IVAL.s.../.&/?.ffiat_vium(c.Itourey IMPERIAL NOMPITIM H ASTRAGAL STRIKE PLATE BY IMPERIAL) Y. Y— K •: ?I•I L3i. 1,3 STEEL STEEL 1/-1, e *1, asp BY • t.a 3 8 QUARTER ROUND SIDELITE STOP .25"-20 SEX BOLT W .2e-20 FEMALE END x 1.75" LONG Itlat../L111 YALE DEADBOLT HERITAGE SERIES NOT SHOWN SIDELITE FRAME HEME, SILL AND JAMBS (FINGER JOINTED PONDEROSA 1050 STEEL WOOD L alai/ • W1F1 INSULATED 4AKM7LT= •111rTrl......1, ii/Illionavn4u141.4,1aticaulaqr...kz, rail 1 INSULA 111r9Tr-AIN x 1.50 LONG PANHEAD til107.1111111111Fil IETAL W 1.50 MIN. EMBEDMENT PLATE 11 . i 1i1.111* A•1: 10 WOOD INSTALLATION DOOR Lam STRIKE PLATE T Quo UTE FRAME 1 LG. SPARTECH POLYCOM PP5530 013 OPTIONAL DOOR BOTTOM RAIL. CORNER BLOCKS MULLION CAP (8 1.25" 1.0140) La 4 POLYPROP. WOOD MOF WOOD STEEL matiez.g ,e;:i% the Flo:side 'building,: Cod. sco ? doll hoI • o. -0 Division al g 8 to{ tt (0,1 WC Klemm ' Florida P. E. Ne. 41X/3 KC. 1.LC 1535 Cogswell Stret, Suite C25 Rockledge. Rorlda 32955 WE Certificate of feeoeselon NO. 25935 Prepared lay: ••••■•••ftiomr PTO, 1.1.0 Phone: 321-690-1788 Fox: 321-690-1789 CAM 12-13-01 SCALE: N.T.S. DWG. BY: wit, ay: RW DRAWING NO S-2105 slur or 8 SEE NOTE 4 ON SHT. 4 FOR OPTIONAL 1/2" & 1" LG SEE SHEET 17 SEE NOTE 7 ON SHT. 4 0.125" MIN. GLASS THK. 1.75" MIN. PANEL THK. \__SEE DETAIL 5 ON SHEET 5 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1.50" MIN. EMBED. FOR OPTIONAL 1/2" & 1" LG. SEE SHEET 17 0.25" MAX SHIM INACTIVE rn HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 pC & HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK FOR OPTIONAL 1/2"& 1" LG. SEE SHEET 17 0.25" MAX. — SHIM 1.50" MIN. EMBED. PRODUCT REVISED as complying with the Florida Building Code Acceptance No O • oo 7 Rapimtio. Date ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31° DIA. x 9.0° LG. AT TOP & BOTTOM • • 1.75" MIN. PANEL THK. 0.125" MIN. GUISS THK. HORIZONTAL. CROSS SECTION SURFACE BOLT MOUNTING SEE NOTE 4 ON SHT. 4 SEE NOTE 2 2 ON SHT. 3 .. HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT. 4 Eric S. tobital Florida P. E.1323 1536 Cogswell Streak Sag C25 Rockledge. Florida 32955 :BP¢ Caellints at MtPatlrm9ai ea. 8 Prepared By: PTC, LLC Phone 321- 690 -1788 Fax 321- 690 -1789 me 12 -13-01 SCALE: N.T.S. ONO. ar: VAN CMG BY RW CRAMS N04 5 -2105 SHEET' 3 or SEE NOTE 4 ON SHT. 4 SEE NOTE 7 ON SHE 4 PRODUCT REVISED as complying with the Florida Building Cods Acceptance No O .a• 01 me r:11ik,12. Product Control EXTERIOR 1.75' MIN. PANEL THK. Division FOR OPTIONAL 1/2'& 1`LG. SEE SHEET 17 SEE NOTE 6 ON SHT. 4 NOTES; 1. SPACING FOR ITEM 126 THE 110 x 1° PFH SCREWS ATTACHING THE IMPERIAL. AS7RAG4L TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0; 2.5; 4.0; 5.5; 13.0; 18.0" & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2° PIASCREW 1S AS FOLLOWS: • 3.0° IN FROM EACH CORNER, ONE IN CENTER. • 3.0; 13.0; 26.0, 39.0", 52.0; & 63.0' 3. SPACING FOR ITEM 131, THE 16GA. x 3/4' BRAD TRIM NAIL ATTACHING THE 3/8" QUARTER ROUND TO THE SIDEUTE & ITEM 159, THE 1604. x 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MUWON IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8' QUARTER ROUND): 1.25` IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. QIIELSIDES VERACAU.Y: 125° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE ID THE JAMB AND SIDEUTE JAMB AT THE MUWON USE REM 124, A 18 x 2" P11 WOOD SCREW. 5. SPACING FOR 1TEM 125 THE 18 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL 15 SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8° QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRW NAILS x 3/4° LMNG 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE REM 114, A 110 x 1 3/4" PHT/ WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY UTEFRAME) 1S AS FOLLOWS: gtOR 7EFRAME FROM THE TDP ODWM Rummy; ; 3.25 , 10.625 ", 18.0625 ", 25.4375; 32.8125; 40.1875°, 47.625', 55.0° & 62.375° DOOR UTEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT: 325; 11.875' & 20.375 °. SIDELLTE LI'TEBAUE FROM THE TOP DOWN VERrxa I y 3.25 ", 18.0625 ", 32.8125; 47.5625' & 62.625' SIDEUTE UTEFRAME TOP & BOTTOM FROM THE LEFT: (1) AT 4.4375° 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE TIE! 151 WHEN INSTAWNG INTO W000 SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN !!STALING INTO MULLIONS USE REM 1 16 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. 0.75° SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0 0.125° MW. GLASS THK. INTERIOR FOR OPTIONAL 1/2" & 1" LG. SEE SHEET 17 SEE NOTE 5 01 SHT. 4 SEE NOTE 2 ON 5H1 4 SEE NOTE 261 ON SHT. 4 ®HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB u1i ilate. F.0 rte, gm,; `.1/211 '..13 eh J. R 36(1 i wit 'iS L Of_ 11 ".i3 SEE NOTE 2 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIDEUTE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 0.125° MIN. GLASS THK. 0.75° FOR OPTIONAL 1/2" & 1' 1.G. SEE SHEET 17 EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SIT. 4 1.50° MIN. EMBED. SEE DETAIL 5 ON MEET 5 0.25" MAX 51611 SEE NOTE 6 ON SHT. 4 FOR OPTIONAL 1/2'& 1'LG.- SEE SHEET 17 / HORIZONTAL CROSS SECTION 4 AT SIDEL ITE TO BUCK tNZI Eris S. Nielsen Florida P. E. No. 41323 1535 Cogswell Street. Sults C25 Roaege. Florida 34895 CBP[ WNW* N l+N,alao5en a4 75076 hl; NOR I a 5 1 Prepared HHj: ANIMININfraimmY AP•w'416 PTC, LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 tuIE: 12 -13 -01 SCALE, N.T.S. t>wro BY WLN CHIC er RV/ DWANE 20.: S -2105 SHEET 4 of 74.5° MAX. OA FRAME WIDTH SEE DETAIL 1 ON THIS SHT. 12.5" 81.25" MAX. OA. FRAME HEIGHT — Mk- 5 SPACES ® 13.85" SEE DETAIL 7 ON SHT. 6 — SEE DETAIL 6 rON SHT. 6 7.375" 31" 31" -►I I-TYP. I 7° TYP. I- 1 12.125" TYP. SEE DETAIL 2 ON THIS SHT. DOUBLE D00R WAHOUf SIDELRES ANCHOR LOCATION WFWFD FROM INTERIOR cED DETAIL 1 - 0 HEAD JAMB ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE 70.25" MAX. OA. FRAME WIDTH SEE DETAIL 3 ON THIS SHT. 4.5" -- 3" -- 3° TYP. -^{ SEE DETAIL 8 ON SHT. 6 15.5° 36.625" 8.58" TYP. 8 TYP. 3" TYP. 1t1 1 1 1 1 1 TYP. — SEE NOTE 5 — ON SHEET 4 — Q 1 1 1 — T — I�TI 3" TYP. —4 k I 3° TYP. INIIIUa1llllA!"! SEE DETAIL 4 ON TH6 SHT. 3" TYP r TYP SINGLE DOOR WJTH SIDEIJTES ANCHOR L0C1TI0I 1112E121824.1(001 DETAIL 2 - 0 THRESHOLD DETAIL 3 - 0 HEAD JAMB DETAIL 4 - 0 THRESHOLTJ DETNL 5 SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIKE PLATE COUNTERSINK FOR INSTALLATION ANCHORS Go lit /01 Edo s Stetson Florida P. EE. LC No. 41323 1 Rockledge, Florida rerc *rooms or .tlgNau 5 No. FRQDUCT g vn'th the Florida DOCiusii D c sy t :.:� control Division SEE DETAIL 6 ON SHT. 6 Prepared By: afar PTC. LLC Phone 321 -690 -1788 Fax: 321- 690 -1789 RR 0 13 53 as w'E 12 -13 -01 SCALD N.T.S. =w. ere WIN out en RV/ MOMS NO. S -2105 sir 8 OF 8 SEE DETAIL 6 ON THIS SHT. - - _ f�t I t - e - Ti i ® ei 55 36.625' 1 itl +' i \ 1 It1 cpp SEE NOTE ON SHEET SEE DETAIL 1 ON THIS I , O ti': 5 4 -"— 7 SHT. - 1 j' - 0 T1P. t i 1 I SEE DETAIL 2 ON SHEET 5 DOUBLE DOOR WTTH 9DELOES ANCHOR L0CATIDNS VIEWED FROM INTERIOR DETAIL 6 HINGES TO JAMB & DOOR SEE NOTE 7 ON SHEET 4 5.5" DETAIL 7 STRIKE PLATES TO ASTRAGAL 37.75' MAX. OA I FRAME WIDTH 1 SEE DETAIL 3 ON SHEET 5 7r� 6" T1P I 1 81.25' MAIL 0A -4 —(:A FRAME HEIGHT 5.5 1 38.625' Ci. DETAIL 6 STRIKE PLATES TO JAMB 6 SPACES 0 11.54" SEE DETAIL (-8ON THIS SHT. t PRODUCT REVISED as complying with are Florida Building Code Acceptance No Expiratio Division SEE sly 7.375" C 3' 31' SEE DETAIL 4 ON SHEET 5 SYNDLE DOOR WITHOUT SIDE iES AMCH[IR LOCATIONS VIEWED FROM INTERIOR SEE NOTE 4 ON SHEET 4 (\? 01001 Florida P. E Ne. 41323 PIC. LLC 1535 Cogswell Street, Suite 1:25 Florkla 32955 P t twalmta of Wu+aeaUen No. UM Qi e8- hl; 5 1 1 _g ao v m 2 a Prepared By: RILL PTC, LLC Phone: J21- 690 -1768 Fax: 321- 690 -1789 roaEI 12 -13 -01 sit N.T.S. ONO. BY: WLN CRC Br: RW DRAWING NO.: S -2105 SHEET 8 or EXTERIOR 0.125° MIN. TEMP. GLASS THICKNESS GLAZNG DETAIL ODL LITE FRAME 38 SINGLE PANE 1/8° TEMPERED GLASS W/ 1/2° MW. GLASS BITE SPARTECH POLYCOM PP 5530 C13 INTERIOR / .75" x .50" INTERCEPT GLASS STEEL SPACER BITE SEE NOTE 8 ON SHT. 4 ®GLAZING DETA2 TRINITY LTTE FRAME 1° INSULATED TEMPERED GLASS W/ 1/2° MW. GLASS BITE LUPOY EU -5007 0.125° TEMP. GLASS 0.125° TEMP. GLASS EXTERIOR aGLAZING DETAIL ODL LITE FRAM 1° LG.U. W/ 1/8° TEMPERED GLASS W/ 1/2° MW. GLASS 81TE SPARTECH POLYCOM PP 55.30 C13 .25" x .50° INTERCEPT STEEL SPACER 0.500° MIN. GLASS THK. INTERIOR 50 GLASS BITE SEE NOTE 8 ON SHE 4 2.9202511LIENWME ME 1/2° INSULATED TEMPERED GLASS W/ 1/2" MW. GLASS BITE LUPOY EU -5007 0.125° TEMP. 0.250° AIR GLASS SPACE 0.125° TEMP. GLASS PRODUCT REVISED as complying with the Florida Building Code Acceptance No O Expiration I; JI 6 8 j 81 m 2 t cam Eno S. Nielsen LViri� Florida P. E No. 41323 PtC. tlC 1 ttondedge. Fm re'E CaVfkate of wmo5mm m Prepared 8y: rss. PTC LLC Pitons: 321 -890-1788 Fmc 321- 890 -1789 DATE 12 -13-01 sr . N.T.S. D. er: WLN ulx. fit RN Mann Na.: S -2105 stow 7 ()FA_ (- -1.67° -I 1.25e 12 0008 BOTTOM RAIL 24GA (.0207 STEEL { 1.00" 4.041` - --- -I 18 OUTSWING BUMP FACE THRESHOLD 0.051" THK. WALL ALUMINUM 1.50" 1.75" --1 1.o2" 1- (IMPERiAt; O 6063 -T6 ALUMINUM 0.62" 1.67° i // 1.00° I 1.67' -.1 L- { 0.25° x1.38° 1.00" OPE ASTRAGAL HAS TWO .312" DIA. x 9° LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 0.53" 0.38` -_I_ t 0.50° 0.14" 0.53' f0 COMPRESSION WEATNERSRTIP SCHLEGEL 0 -LON QDS 650 125° i 2.50• O 0 0 ASTRAGAL STRIKE PLATE 41 (IMPERL4L 0.125" STEEL) 12° Fes- 0.513" [--- 1.75" -1 252" OTRINBY .50" UIE ENE 0.75' 2. f- 1.65 "1 t.4144;13 0.831" 57 SELLEM-291 MOF x 3.0" LONG 8.00" { �° 0.375" 32 318" 0UARTER ROUND $IDELITE STOP PINE 11.013° I- 0.75" ACE 80L7 NES 1454 (0.25" THK STEEL) 4.00' Q 2.17° L 1 125" 1.5626' I- 1.73 ° - 0 O 15 W12 LOCK BLOCK LVL 1.08" 2.67° 0 O 63)1222-1.102I-Sail 80LT STRIKE PLATE PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 o. Dale I--- 1.75" --I 24375" ®ODL 1" LITE FRAME 2.125° L 0 O --I I-- 0.125" 4t1; 0.75° SURFACET SPACER 8 (0.50" THIC PLASTIC) • ---l- 0.75" F 2.87° Q Q IL. 0 0 0 0 J 0.097" -'i1" 4.000" HAGFR STEEL 8UT! HUVGE 5 4 x ex .097° THIC STEEL Eric S. N File S. Nielsen Florida P. E. No 41323 1 Caddo*. Baba: 3 rent creme is of Anthartzedlea NO. atan 8 r5 w Prewed •rM. PR LLC Pharr: 321-690-1788 Fay 321- 690 -1789 aME: 12 -13 -01 SOU: N.T.S. Dwa. er: WLN cHx. BY: RW CROONS P..: S -2105 s+Eer or 1,3_ Arproo-e4 A„,b, vpq, 10 Z 47> Af E "7d �` f- taei-tr. is err (elC -e.y- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JM Steel Corporation 1050 North Steel Circle Huger, SC 29450 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildInacodeonline.com 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 ex piration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 by the manufacturer or its distributors and shall be avail. . job site at-th$ rs • quest ()Abe Building Official. This NO - vises NOA #1(14- 1221.03 and onsists of this page 1, evidence submitted pages E -1 & E -2 as well as approval docu' en lone . a + 'e. The submitted ocumentation was reviewed by Hebny AL Mahar, P.E. NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06/01/2006 14 OA- Ofc 12- z1,0 Page 1 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1221.03 A. DRAWINGS I. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. .1 Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised wood anchor Calculations, 6 page, by The Thornton- Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. . .1 Knezevich, P. E. E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06/01/2006 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Contract for sale of assets. 2. Quality Assurance Manual by Smithers Quality Assessments, Inc. E -2 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06 /01/2006 .8 6 6 Z S g i� : \FU \Projects \KK LABEL LOCATIO 2.00" .062 0 2.250" SO .060 3.00" M X 50" /4-20 MACHINE DIRECTION S SCREW 912 0.0 AY TUD E REVERSED) it lV 1.00" MIN. 5.00" MAX. 0 / ® STORM PANEL �: SCALE + 3" a T -0" 3.385" MAX.. .090" .177" TYP. .190 SEE NOTE/ No. 10 6.000" COVERAGE 8.332" 0 HALF STORM PANEL SCALE + 3" = 1' -0" .376" .377" MAX. /4 -20 MACHINE SCREW _M12" 0q.C.(STUD BE REVERSED) .125" TYP, a7 +_•� E .090" TYP 0 .0'2 07 4.070'~ 2.000 75" 2.000" ®S "If HEEADER 1 _0" O V HEADER 6;) -0" 3a BUILD -OUT °U° HEADER �/ .376" 2 000° .749" MAX. .188" 290" .648" 655" om I I 320" Y 7S0" m ®ANGLE SCALE + r o r-o" GENERAL NOTEI OBUILD -OUT F -TRACK ® 'F" TRACK SCALE + HALF SIZE SCALE a HALF SIZE 1, NTA Hggi tY T 2. PRODUCT.aWIND LOAD DURATIONT FACTOR Cd 16 USED USED FOR WOOD OF SCREW 3. MENVerACCORDANCE WITH THE i ERNTNG CLE ANO CiOVERMNG 4. m SsyPVAAPPLLIICCAATT IO O N A �F GFNMM¢TR YOTMCUDE INFORMATION 5. RUE RUSAdragiALO T SHALL COMPLY WITH CHAPTER 61015 -23 7. Will1FREKLIMAAINITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 8. W ILDWG OFTICIAeiti ELEC4-OVNE OP THE FOLLOWIASPOPTYONS+D000NENTS. THE AI :.-.• 9 :E7 ATE P ,�► I4fI� "p�CI I�,�pp pLJrg�Ep gip OM 4UNTY PRODUCTVCONTROLPDIb�SIONOR AND B) ZAOS N FEOALLREASDYiltiN) AI EACEI BTBNGMIC EE 9. pAIIEBpRAENZIAI7ED i ��G�E�Laga TION 't�{}� MWAM�WApEDpU p�gpA,�RU�p�.EryN9, TT�HEGCTT APPROVED C 2p� pN p'8 M 10.9I NI EMG. E ITY [TRADE 10 WITH PY5SIige K.5.1, lent 11. AU. EXTRUSIONS SHALL. BE 6065 -16 ALUMINUM ALLOY, U.O.N. 12114 ST WAS C, NN681ExiA -MFED OR STAINLESS STEEL WITH 13.K AE,MIEMO CRNOIWHERE APPILICABLE• E%CEPT .090" MIN. TYP. .440" (ZAMAC 3 ALLOY) U BFTRACK ® WING NUT SCALE + HALF SIZE SCALE + HALF SIZE 17. m 190 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD Epl!IIfd111Pit1! •452° �C.090" (TYP.) 2.00" [LEG DIRECTION IS OPTIONAL O1!fl 'Fa ANGLE - TRACK SCALE + HALF SIZE �. Lm6x.. SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICA1. HORIZONTAL ELEVATION SCALE( 1/4" 0 V - 0" WIDTH UNLIMITED (PERPENDICULAR Tb PANEL SPAN TOP MOUNT TYPICAL SECTIONSI 8 5"0 HOLE SL6T �� I - - K (NOT TO��BBEE. USED WITH MI ID 11 II 0 COMPONENTS 2, 312) / /I .375_�Ir % /EY75 0 � I1OIB SLOT TYPH 7 BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE( 1/4" =1' - 0" 3125 "0 .655" 2.00" MIN. L 2.00" 5.00" MAX. OSTUD ANGLE O STUD ANGLE SCALE + 3" a T -0" SCALE ( 3" = 1' -0" FASTENER 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" 0.C. FOR DESIGN LOADS GREATER EXISTING CONCRETE, THAN 110 P.S.F. (SEE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR ANY ACCEPTABLE WOOD FRAMING. ANCHOR) 1/4" MAX. O ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL (ULAN) SCALE. 1 -1/2" e, 1' -0" OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE ( 0 CLOSURE ANGLE REQ'D) 1/4" MAX. ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE 1x 2" x 0.125" MIN, TO 2 "x5 "x0.125 "MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. " MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED, BASED ON TYPE OF STRUCTURE ASTENER (8 12" O,C, FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (9 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR d SCHED. FOR ANY ACCEPTABLE 6 ANCHOR) BUILD -OUT MOUNT CLOSURE DETAIL (PAM SCALE, 1 -1/2" o P -0" 1/4" MAX. /IM1A4" X. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL (P+AN) SCALE: 1 -1/2" = 1• -0" HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) PRODUCT MIRED as complylogribb ea RofdegCode AcaePIZINT N :. 5.. • 0- The txmorr / By • �.....!��. D 0 vl V.1Knezev)ch FL 03/13/2006 amass � 08 -325 sheet 1 of 5 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE 2 /2" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING A WALL MOUNT SECTION SCALE, 3" = 1' - 0" DETAIL (E� ("PASS THRU" SEC) ANCHORSCHEDULE FASTENERTYPE CONC. BLOC(( WOOD 7 ....,,,,.1{{\l....{5....1: 1/4 "01TW TAPCON EET AO12" N 2 -1/2MINIMUM EGE DISTANCE 4" N/A 1/4 "0 £LCO TEXTRON TAPCON W/ 1-1/2" OR 1 EMBED. " MBEED. EMBED. AND 2" MIN. EDGE DISTANCE T" 4" N/A 5" 3" N/A 1/4 0 I W MAXI SET MIN, EMBEDMENT AND 2" MINIMUM EDGE DISTANCE N/A N/A 12" 1/4 "0x MIN. 2 -1/2" LONG 1,1000 LAG SCREW WITH MIN. 1,-3/4" EMBEpD. SHEAR PAL O OOD GRAINP —3/8" MAX. EXISTING GLAZN =1/2" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN CI CONNECRON TYPE REFERENCE ANCHOR SCHEDULE POR MAX. SPACING RREFFEEREEN EOANC OR EXISTING LLO BLOCK OR SCHEDULE FOR MAX. WOOD FRAMING SPACING ITYP. TOP AND BOTTOM —3/8" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OMAY BE EVERSE LEG (DIRECTION ®BUILD-OUT MOUNT SECTION SCALE, 3"w1' -0 X 1/2" < MAX. /4 "0 THRU BOLTS W/ LOCK NUT q0 12" O.C. ASTENER, SEE DETAIL QE ANCHOR SCHEDULE, FOR MAX. SPACING 5';A Zm OAF- L re uo w w u rZ xa J N EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING Q E "PS THRU" SECTION SALE,3 " =1' -0" 1/2" MAX. 014 x 3/4" TEK SCREW T 6" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT 31 6" O.C. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN REFERENCE TYPE R SCHEDULE FOR MAX. SPACING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER ,BUT DO NOT XEEDANC 0R SCEDUL€ PACIIG. LOCATE FASTENER IN NARROW PORTION OF EYHOLE Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O"P OK/DIRECT MOUNT SECTION C SCALE. 3 "A,1' -0" lr m '1 � CS CONNECTION s REFERENCE ANC \ SCHEDULE FOR MA SPACIN p CEIUNG/FLOOR MOUNT SECTION SCALE, 3" a 1' - 0" MAX. WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. THREE 1/4 "0x MIN. 4" LONG W000 LAG SCREWS 24" O.C. MAX. WITH 2 -1/4 EMBEDMENT INTO WOOD MEMBER 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACIN EXISTING OW BLOCK ORE WOOD FRAMING F SCALE MOUNT / BUILD op SECTION SCALE,3 "b1' -0° PRODUCT REVISED o� complylag with the Florida Duidtag Code Accepcunce No • - 00 • E:p. Uoa Date 0 Miami D Dlrbloa po Y J. Knezevich 1 IL/ � Miff' MEMO kimono 03/13/2006 05 -325 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING \ EMB 1.. 3" x 0.055" 6063 -T6 2 ". 3.1 ALUM. TUBE , TYP. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN ff EXISTING GLAZING 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW To PANEL C1 CONNECTION *TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1' -2" 3/8" MAX. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER PANEL AND FASTEN WINGNUTS FROM THE INSIDE 3/8 "0 HOLE FOR FASTENING PANEL 0" .n SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN 0. ow N ®TYP. 11-ciW BLOCK (MAX. PANEL HEIGHT a 7' - 4 & MAIL DESIGN LOAD 072.00 PS.FJ 1/4 -20 x 1" MACHINE sgvi WASHERED STUD UT ((➢ 12" 0.C. (CONNECTS TO ADJACENT PANEL) OGE LINE .12 x 2 »Ix 0.055" 6063 -T6 2 "x 2" ALUM. TUBE , TYP. 1/4 -20 5.5. BOLT & BOLT & WINGN 26 24" 0.C. r(TY?. BENgT� PLATEIE /L 3� 2" Lx UM. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" MAX. OWALL MOUNT SECTION G SCALE. 3 " =1' -0" Utriii �V/- O 1" OVERLAP WALL MOUNTED 5 °x2 "x1 /8 "xCONT. STUDDED ANGLE (SEE SECTION .11 2WIDE NOTCHES" (TYP. BOTH SIDES) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. PRODUCT REVISED as complying With rim Florida Bolding Cade Aceeplwcc No 0 Expl : Ilao Dato BY Miami Division 0 03 D THESE DETAILS DEPICT THE CONNECTION ONING WITH LAST PANEL INSTALLED FROM INSIDE. USE OF I SHALL BE IN HEADER OR "U" HEADER TOP MOUNT. Oj INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" = 1' -0" 010 of V J Icnezzevlrn Pnge sbttN Enstneer FL laertse s � i;ME EXISTING GLAZIN W a E. S E IN TOP MOUNT WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS MAR .120" TYP. MAX. EXISTING BAY WINDOW tn E J Q N $ 1/4 -20 S.S. BOLT & BOLT & WINGNU (TD 24" Q.C. (TYP 20 GAGE STEEL BEN 2yT� PLATE BO 3- T62p ",LU /8" BENT PLATE 0. 0 N W N I( PLAN V W OVERLAP MAX. QTYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE. 1..1/2" = V -0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN C2CCOONNEECTO TYPE SCCHHECDDdULE FOR MAX -1/2" MAX, .100" TYP. N, 1/4 -20 x 3/4" HEX BOLT AND NUT 66 6" 0.C, LEG (DIRECTION O9° 11X. RUI UT MOUNT SECTION L SCALE. 3 o1'- BOTTOM MOUNT =a _ TYPcAL VERTICAL ELEVATION SCALE. 1/4 " =1' -0" ( sheet 3 of 5 ,, I. ,t,' 11 1 EXISTING GLAZING 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW To PANEL C1 CONNECTION *TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1' -2" 3/8" MAX. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER PANEL AND FASTEN WINGNUTS FROM THE INSIDE 3/8 "0 HOLE FOR FASTENING PANEL 0" .n SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN 0. ow N ®TYP. 11-ciW BLOCK (MAX. PANEL HEIGHT a 7' - 4 & MAIL DESIGN LOAD 072.00 PS.FJ 1/4 -20 x 1" MACHINE sgvi WASHERED STUD UT ((➢ 12" 0.C. (CONNECTS TO ADJACENT PANEL) OGE LINE .12 x 2 »Ix 0.055" 6063 -T6 2 "x 2" ALUM. TUBE , TYP. 1/4 -20 5.5. BOLT & BOLT & WINGN 26 24" 0.C. r(TY?. BENgT� PLATEIE /L 3� 2" Lx UM. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" MAX. OWALL MOUNT SECTION G SCALE. 3 " =1' -0" Utriii �V/- O 1" OVERLAP WALL MOUNTED 5 °x2 "x1 /8 "xCONT. STUDDED ANGLE (SEE SECTION .11 2WIDE NOTCHES" (TYP. BOTH SIDES) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. PRODUCT REVISED as complying With rim Florida Bolding Cade Aceeplwcc No 0 Expl : Ilao Dato BY Miami Division 0 03 D THESE DETAILS DEPICT THE CONNECTION ONING WITH LAST PANEL INSTALLED FROM INSIDE. USE OF I SHALL BE IN HEADER OR "U" HEADER TOP MOUNT. Oj INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" = 1' -0" 010 of V J Icnezzevlrn Pnge sbttN Enstneer FL laertse s � i;ME EXISTING GLAZIN W a E. S E IN TOP MOUNT WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS MAR .120" TYP. MAX. EXISTING BAY WINDOW tn E J Q N $ 1/4 -20 S.S. BOLT & BOLT & WINGNU (TD 24" Q.C. (TYP 20 GAGE STEEL BEN 2yT� PLATE BO 3- T62p ",LU /8" BENT PLATE 0. 0 N W N I( PLAN V W OVERLAP MAX. QTYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE. 1..1/2" = V -0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN C2CCOONNEECTO TYPE SCCHHECDDdULE FOR MAX -1/2" MAX, .100" TYP. N, 1/4 -20 x 3/4" HEX BOLT AND NUT 66 6" 0.C, LEG (DIRECTION O9° 11X. RUI UT MOUNT SECTION L SCALE. 3 o1'- BOTTOM MOUNT =a _ TYPcAL VERTICAL ELEVATION SCALE. 1/4 " =1' -0" ( sheet 3 of 5 sum Thornton.Tomasetti Groan 1] d °a 4,1 LL V 'i^ MI f 5 g)t 3 i °m� Copyright 0 2006 Thornton- Tomasettt Group, Inc. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VATEOUS DESIGN LOANS AND SPANS ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ,.. • • REQWBED FOR VARIOUS DESIGN LOADS AND SPANS u7 ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 7 MIN, 2' EDGE DISTANCE MIN. 3° EDGE DISTANCE GGG777 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN 3/4° EDGE DISTANCE SPANS UP TO 6' -0' (ME NOTE 1) SPAN$ UP TO 8' -8 (SEE NOTE 1) SPANS UP TO 12, +0•• (SEE NOTE 1) SPANS UP TO 6•_0•• (SEE NOTE 1) SPANS UP TO W -8" (SEE NOTE 1) SPANS UP TO 1V -O" (SEE NOTE 1) SPANS UP TO 6'_(1" (SEE NOTE 1) SPANS UP TO 8 -8" (S E t(OTS 1) SFIANS UP TO 12• -O•• (SEE Hitt 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 NEE 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 TYPE NOTE 3) C3 C4 C$ CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 8) C4 C5 COIJN0CTION C1 (EE C2 NOTE C3 TYPE 3) C4 C$ CONNECTION C1 (886 C2 NOTE C3 TYPE 3) C4 C5 CONCRETE 7�M11199999919994w- v4'p 1 -3/4J MENT 51•0 64.0 rAri� V0 %WANW�iROMMOMMELID30DDD0DDD�yDDDO nVn a �� �94 n �In a0 16 16 0 11 16 16 D 7 MID 9 7 4 7 6 WOOD .p A. w r, �' �P �Y` f` 1 tr • .t;t 51.0 16 16 16 16 12 16 16 16 16 8 16 16 16 8 6 64.0 000 16 10 0 16 16 10 O® DDfa 72.0 a�03a����rarard���� 16 16 16 ®10 16 16 13 6 7 16 D 7 ©6 72.0 16 16 16 16 8 16 16 16 8 6 76 13 10 5 84.0 �� � � f �� ��'�''',�,������Imm 16 9 16 10 6 4 ©6 84.0 16 16 16 12 7 16 14 11 6 S 16 13 5 �rde�I(%rA�/WA DDODUDDDDUDDUO0000DDDODUODDDEi 12 12 12 12 9 12 12 12 K 5 6 % 12 / ///.r�/O.DEIw©DE1DE10DE1DEIi00 7 . 3 4 72 11 12 12 12 7 �6j��q 8 12 9 7 4 6 7 6 1500 DDDE1ElDDDDfD®D00 X100 *- 111i6PAt1.umow_- 51.0 64.0 it BlI611111RHU\\lhllt4> '+Y' 1.1018M1U1111F 'u4 .' r , . 51.0 ®®®®p BEr7E170pM©Ellrom 8 8 ME 6 3 BON 7bprizaan j 64.0 12 001:10:0 •r , , U'1.l2 72.0 11? 12 9 8 12 12 10 4 5 12 7 3 4 ®12 12 12 10 12 12 5 7 12 9 7 4 6 72.0 11 MEMO 7 6 4 P jn 6 3 EE El1L12 1 Ali • �- . 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S.000PAL.. ,.a3 72.0 12 12 12 ® 5 8 7 5/ 3 7 3 A 3 15 15 15 6 7 10 9 6 4 9 84.0 10 10 10 E> 4 7 0 8 MU 7 UM 3 DD 13 DUO 5 4 O' 4 DOE>O 4 150.00 ®© ADM ©© ©BEIEINE EIOUMDEIOU%©DOE1rA 1. ANDSTORMPAPIELSPANS WRSPECIRC LOADSMUSTBVALa Go•RaE 2. THAN OR EGPUAL TIKDH TFENk S&Ab O E HUTT R�XND 5ELEC SPAN GREATER g7p7T �qp1. I��¢3g p Hp E p Q E g HE qq(� 3. SEE MOUNTING SEECRTIIIOCN DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 4. EXISTING ST U TUR C1114O E 1\OR PROPERO LpHOR TYPE MOMS TYPE OF 5. RECOMOMRENOATAUt4S.E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' qry� (�g 6, MINIMUM EMBEDMENT AND EDGE DIEWIS�T�pApNCE�EXCLUDES WALL TAFIINIISH OR STCCO. 7. VAMRBYE 1E1, 0TEP IrY THAT R FASTEN S ARE IN �1bASEAC EPTAOO ONLY F FRAMING D $ W C E L SUREE MMES. W 51.0 00 00 010000003D610UD00E1E1DDDOOD ®BU 6 +�� 114-N 'iv MA7O SET TAPC TH 7-'1 . MW' PAL •-n • .:, ■ 72.0 16 16 16 9 9 16 13 10 4 6 13 7 5 $ 5 16 16 16 9 9 16 13 10 4 6 13 7 5 3 5 84.0 16 16 16 6 8 14 8 6 3 5 13 7 5 $ 16 16 16 6 $ 14 8 6 3 5 18 5 5 150.0 51.0 0 Eme 0��000©UU''U®M©Dlia momo�I�IIerA / / I/� / �0f / / MO''�i�%TI% / ' / /.ppoop®EiDDD]00i�0E1p� / p5 / el�� 10 ©UUU®©U©Q®i3©itt 12 12 DUDDUME1an4.OV 4 0 7 00�©0©OMr X77 p3 5 HOLLOW CONCRETE BLOCK 11 �,,i,yivanuusyjtil 1/4�,e 1-V4' NT 64.0'AMON'/O/�rIOraRr493�0m 72.0 r:M.MMU / 10 10 84.0 Nar ME NE �EMM�/N AN 9 O 9 3 000IO%0U/BEY ' ' ii ��i O�iNOU��/,N�IOU li 12 12 0E10E1IE1D00% �/�/,p�t1O7U�iM/ 4 8 4 3 U 3 st e�lFn!!IUdl1ttY \ \mnF� 510 la®®®iI0E101 rODE0O%E10000 000r3E1r irw!OTpNnnuto E: r 64.0 12 ® 12 7 U 10 10 10 w�• 72.0 12 0 12 00100 6 M 3 .000M I 0 12 12 m rDBDDDDD 10DUD00ME1E10BM ®DlO�DO i ®�UUlO 3 IJ 3 3 . �t+H RL EttlCCATEO �pNA�SENTpR 1 Flo I 4.0.55% '�RN p�NE� o NO INAL (4 MIN I WO Otl$TUDTENER MANN BA FOR CD Rp IN W R S �p $HA % OEATE OHNT�LA� S�REW�SHALL ��VE 84.0 moo DUDUIiE1000 / %�i 150.0.06�L170 51.0 64.0 DD000UUU©00U0P©DD0DE1DUUOOE10D0 op 10 m//OIOn!//. 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SCHE 11NATEOR WASHR D ICH ARE REMOVABLE BY REMOVING MACHINE W E PROSOCTREVISED M °1 �OA90gIdgg &mag _ • Opp ._8900409 l,L]"/ O • BY I ;'. %, �4 1, \' :, ,A4C7.04h� D 1 It 1106111■II y. . 1&' J 72.0 ODD©UUiE10,//i, 3 O/�V 4 12 12 D 4 $ 8 DUN 4 6 / 3 V4 3 00 8 p O 5 3 0Er Ug n%lA 10 10 10 pp 7 DUZU 6 EVAN 3 500 Bar Eiuuuuanu� wor Anm i0dnomairAntramaDE1 ©00©//.ADDDDuouu©00DO% '0UDU 4 00 / /.//E10E�% 6 M©0N%%r Et/ /. %� %O'//.!��% S 4 a ow 3 / %. _p.Nlul;±tiiuututlll,,„ n44.0PlA°7T Al E148E0. 51.6 n11111111 � �'�" 0OnnIuuuu 64.0 7 f1M 3 E100E1 %% 3arZ 72.0 0 6 0'/ /rU00%MMO % % %'T%/i00! 8 000 5 7 ■1®MD00 84.0 E1UUarA0 VANNUrIA�i'//. 1510 E1Nw�M UN w%�E1 %%i��///i0O� �%O �iMi1�i✓��V °"` 03/13/2006 510 64.0 0000EI000U00 DODO 7 DD0OUB00 00EI00000000051E1000E14 %©DDDD 7 DDD 4 ©11 6 O% 3 NO �/S NOTEp I� MCA me ( I 1/p�17W TAPCON lV17H -14roa. 72.0 000000 0 6 UUD0U 3 DD 16 7 0000001/ 00% 3 -, 06-325 84.0 16 DOD 5 BUE1 %OB 6 %E1B00%%.OB061 0% 3 DDD0EI0UEI%OD00% M€1BE10//. 3 3 150.6 8061 %E1D06! %E1BE>© Sheet 4 of 5 1 .2 8 a .0 8 8 T A E L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.P.) POSITIVE DESIGN LOAD (W) (P.S.F.) MIN. SEP. P0R ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' BOVE ABOVE GRADE (INCHES) 27.0 3' - 0" 3-1/8" 1" 5' - 0" 3 -1/8" 1" 7' - 0" 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10' - 6" 3 -1/2" 2 -1/8" 12' - 0" 4 -5/8" 3" 40.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10' - 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 60.0 3' - 0" 3 -1/8" 1" 5'- 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" 3 -1/2" 2 -5/8" 80.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 10 3' - 0" 3 -1/8" 1" 5'- 0" 3 -1/8" 1 -1/4" 6'- 0" 3 -1/8" 1 -1/2" 1200 1 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" 5' - 0" 3 -1/8" .1 -1/4" 150.0 3' - 0" 3 -1/9" 1" 4' - 0" 3 -1/8" 1 -1/8" TABLE 2 NOTE: 1. DETE MINEBMIN. STORRM POSITIVE FROOM GLA S. T A 9 L E STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W (P.S.P.) ALL MDUNTINO CONOITIONS ANCHOR SPACING 12 IN Q.C. L MAX. (PT -IN) 27.0 12' -0" 30.0 11' -8" 35.0 11' -3" 40.0 10' - 11" 46.0 10' -6" 50.0 10' -2" 55.0 60.0 65.0 8' -11" 69.0 75.0 80.0 85.0 7' - 0' 90.0 95.0 100.0 110.0 5' - 5" 120.0 S' -0" 130.0 140.0 150.0 TABLE 1 NOTES: 1. TABLE 1 16 APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. U$E NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PRODUCT (tEVISED as n1O tme &400g NOM Accepts ss NoO - 0 b Oafs• (9 //i�11// .03 201a ia 06 -325 ( sheet 5 of 5 MM I�= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Atlantic Shutters, Inc. 15421 West Dixie Highway, Bay #23 North Miami Beach, Florida 33162 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 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 04-324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomaseiti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number & 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 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 this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E. o / 07/2 -&05- NOA No 044221.03 Expiration Date: 04/07/2010 Approval Date: 04/07/2005 Page 1 Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04-015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. E -1 Helmy A. Maker, P. E. Product Control Examiner NOA No 04- 1221.03 Expiration Date: 04/07/2010 Approval Date: 04/07/2005 8 7 E i b 0 LABEL LOCATIO 2.00" 1. 2.00" 1,05" MIN. Y � ' 2.250" .060 "3.00" MAX. 2.250 1/4 -20 MACHINE SCREW 612" O.C.(STUD DIRECTION MAY- -" E REVERSED) c 0 125" TYP. 6.000" COVERAGE 8.332" O STORM PANEL SCALE : 3" = 1' -0" 1 TYP. 0 m 1.00" MIN. ;, 5.00" MAX. { 3.385" MAX. 1 .090" .177" fa HALF STORM PANEL SCALE : 3" n 1' -0" .376" .190' .377" MAX. 452 "655" 320' 750" 50" -a- .375" 2 000" N 375" O "h° HEADER O °U" HEADER 3a BUILD -OUT "U° HEADER SCALE : 3" = 1' -0" SCALE : 3" n 1' -0" .376" .749" MAX. .188" .190 290" .648" O ANGLE O BUILD -OUT F -TRACK O °F" TRACK SCALE : 3" ° 1' -0" SCALE : HALF SIZE SCALE :HALF SIZE GE3M1I.pypfp.��TERSC�il RC NpT 9p� C�{ 71��gp E g�p ��.1 C����.1p7pq yzNEp 1. MZOoANNlCtptgi l�FNpTLHEOFLOgRIDA BpSLDI�GCODE. FOR T� <QH GFi VELOCITY HURRAI�ANE 2. OZE7IgEpRIyft,A4 S A OFLPANEgL ipSAIENCES7S WAS USED IINp THE pFASTENER NANALYSIS NOGR 3. ,91- E ENECTiVPOS IT� ACCORDANCE W THEN GOVERNING CODEHANosEA RNING Y',(I}�f`DEEV LGOlV7ppyyppT p (.} s p E C p p p NpT 4' UROSR 51TE7PSPEECIFIC AoPyLIFANI :rOUNMOFyTGgHISESHUTTER SYSTEM CLUDE INFORMATION 5. 8OF TSH�E F ORR�IEsk AABAmci STNRTA5�7' vECglOppD77ETTSHALLLTL COOOMPLYI�WIITCHg CHAPTER 61315-23 6. I��PI{{11 VI�N�ppppIyyEAIN77TppEETGHNCA`�ONOOpC6Tu"RMr� ATE�pRTT5R 15EENTpSPHAT THE��g1PX�PCTTSTINOGGNggDITIUNSIDTRRF 'AIppLS qQN EAIOI.I7LE CAI RETINpINTg op gpCRT1 OR MAR RIAL FROM THE s� CTURAL S BSTR T 7 Tk�EENAPOPROVgLIDOCI /MENTSITIONS TO THESE APPROVAL DOCUMENTS WILL VOID B BUIL0I TTG F EACONDITIONS DEY -rov HOM THEOWNG OPr JONSDOCUMENTS, THE pN lCl LgMTAYe,ELpEECT'O�pE O T E FOLL p� RE A) RVA8�IQ}��SE jHAT 1 IE E 1 � }('o Nsr�EEQ�.IUDppOC TSRES pALRICDI �i�gE�Qjy }HDCEA [`��A =AAU '4 ; A R VI @W S A II ITION TO T�UILD1 6� F T pEp kEDZC� q pq 1�'pM 14j} gp C1 C pp Rp gE p E pO ILIA is)HESECTT��IIR££ I fgC TH7EN AMI -EA EgCOCUCNTY PAlfrD. �UCHT�CIOOI�JI {TRotPDCIVIySQHOUNOpR�CAND ppZONE AREAETDNCLT��DS5IPI IORELL AT OO��ATTL�I.I0BE99UppRCYppE14I M-11E BEl11E0DINGEOLFF�IrCIA NEE 9. A MREIJ UM OF ONEIMARIVIt EREPANEL qND SHALLEEEE PERMlAWANY LABIELED LLOWS: gEp pp551551,,33yy, (NN(�� ��UU 77pp((JJ qqM " �Eq�p ourny.EF�ROD��U�a� �yP7ROVED zp MI CNT� q S T w 10•GALVA ZEDOCOATI UALITY, GRADE 80 WITHKt yS5�0256 K.S.I.NMINIMUM, G U E 11. ALL EXTRUSIONS SHALL BE S606p3, -T6 ALUMINUM � ALLOY, U.O.N. 12.1 MINgi ,MUMSTTpEP�EILE�g7SSTRgsENOMTpH tIgL O KpggS�Ftl. .yj�yTTOpNZEDyNO�R @SpTpAINLESSS STEEL WITH 13. TDI TAh .:),Ii �'SHEA REMOU NOA ONDIT OMS TYA " ERE APPLIRE E, EXCEPT .090" MN. TYP. - LBB" (o " e Rn' i unnluo ' r 0.090" (TYP.) 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD 452 .1. 2.00" ,� LLEG DIRECTION VAMAC3a'('� IS OPTIONAL O BF -TRACK g( WING NUT °F" ANGLE - TRACK SCALE : HALF SIZE J SCALE : HALF SIZE SCALE :HALF 512E w '4 J w V N PriZ 0. Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" n 1' - 0" WIDTH UNLIMITED • (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS TOP MOUNT PLAN\ VIEW 8 S "0 .3125 "0 ICd�HOLE $ (NOT TQ..BE. USED WITH COMPONENTS 2 & 3a) 3125"0 ' 1.37S 875 "0 --, •KEITF ESLOT TYPE TYP.) BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" .655" 250" 2.00" 011N. 5.00" MAX. /4 -20 MACHINE SCREW 12" D.C.(STUD DIRECTION MAY-, BE REVERSED) 0 U1I .090" TYP. 2.00" 4 OSTUD ANGLE S SCALE : 3" = 1' -0" °SSCAL ANGLE, -0" FASTENER 10 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & E@) 8" 0.C. FOR EXISTING CONCRETE, THAN DESIGN 0 P.S.F. (SEE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR ANY ACCEPTABLE WOOD FRAMING, ANCHOR) 1/4" MAX. O ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL (PLAN) SCALE: 1 -1/2" = 1' -0" OVERLAP WALL EYOND WINDOW DISTANCE GREATER EQUAL GLE D STAN E0 LOSU AN REDID) 1/4" MAX. ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2 "x5 "x 0.125" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL (PAN) SCALE: 1 -1/2" = 1' -0" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD ANCHOR S HIED. BASED ON TYPE OF STRUCTURE ASTENER [0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR )7( SCHED. FOR ANY ACCEPTABLE E ANCHOR) 1/4 MAX 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL URAN) SCALE: 1 -1/2" = 1' -0" HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) Approved ffiamP13168with t o �101id6 O W[o grProdae8Cm ral 12/16/2004 (A AS NOTED 1 ` '"VIK anw MCP 04 -324 sheet 1 of 51 03/11/05 03:37 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZIN CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT SECTION SCALE: 3" 0 1' - 0" DETAIL E (°PASS THRU° SEC.) ANCHOR SCHEDULE FASTENER TYPE 111Matiaaaalitiilitiaaa_ 1/4 "O ITW TAPCON WITH 1 -3/4" MIN. 1/2 " E 2 MINIMUM EDGE DISTANCE 1,B11111N{11111\\\11Uaax, 1/4 "0 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. IN CONC. OR 1 -1/4" EMBED. IN BLOCK AND 2" MIN. EDGE DISTANCE TAPCON WITH MA 1-1/4" MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 1/4 "0x MIN. 2 -1/2" SCREW WIDTH MIN. 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN CONC. 12" T" 5" N/A BLOCK 4" 4" 3" N/A WOOD N/A N/A N/A 12" EXISTING GLAZIN 1/2" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3cONNEC11ONTYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAX. WOOD FRAMING SPACING (TYP. TOP AND BOTTON) 3/8" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ©� EVERSE BE INE OPTIONAL LEG DIRECTION ©BUILD -OUT MOUNT SECTION SCALE: 3" a 1' - 0" X 1/2.. MAX. 1/4 "0 THRU BOLTS W/ LOCK NUT © 12" O.C. FASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2 "x 5" x 1/8" ALUM. ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O°PASS THRU° SECTION SCALE: 3" a 1' - 0" -1/2" MAX. 014 x 3/4" TEK SCREW MACH NE BOLT WITH LOCK NUT (i0 6" O.C. EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 Im w 0 O lat S v tn Z N FASTENER 016" 0.C. OR 0612" O.C. ,BUT 0 EXCEED ANCHOR SCHEDULE SPACING. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE C1 REFERENCE gNCHPER SCHEDULE FOR MAX. SPACING 0 C °P TRACK/DIRECT MOUNT SECTION SCALE: 3" n 1' - 0" EMBEDMENT THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS 24" O.C. MAX. WITH 2 -1/4 EMBEDMENT INTO WOOD MEMBER 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN OCEILIN MOUNT/ BUILD OUT SECTION SCALE: 3" = 1' - 0" 1- 1/2'1 -1/2 100016* EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZIN 3/8" MAX. 0 0 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 0 NOT °© CS ZO REFS NECTION,1,y Ving REFERENCE ANC• SCHEDULE FOR MA SPACIN w 1/2" MAX. DOCEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. 014x 3/4" TEK SCREW 4 9" O.C. : BETWEEN io TRUSSES ° Vi 0, 0 EXISTING GLAZING /2" V.J. Knezevich L �' 0010983 Tai. '-:, ,:;.1 REENE "' MNI cimummom a.m 12/16/2004 to EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EMB "x 3 1 " x 0.055" 6063 -T6 2 "x 3 "I ALUM, TUBE , TYP. RECONNECTION TYPE ER SCHEDULE FOR MAX. SPACIN • 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL /8" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 1• -2" EXISTING GLAZIN PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 3/8 "$ HOLE PAN FASTENING m W SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN a "x 2 • 0.055" 6063 -T6 I 1 " 2"x 21 I ALUM. TUBE , TYP. O9 TYP. 1/4 -20 x 1" MACHINE SCREW RWIGUT @ TO ADJACENT PANEL) HDLLOWGBLOCK (MAX. PANEL HEIGHT = 7' - 4" & MAX. DESIGN LOAD 172.00 P.S.F.) EDGE LINE .8 C4 CONNECTION TYPE REFERENCE SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE, 3" 0 T - 0" MVO 1/2" MAX. WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION .1) OOPTIONAL INTERIOR FASTENING DETAIL N.T.S. SOMETRI Approval as wmplyiagwith the Florida Date NOA# Miami Drade Product s miktimitt 11:113;! CT THE OF THE LST NEL NING WIT ROM INSTAILS S U" HEADER TOP 0 INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" " T -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063-1- LE "� LUM. EXISTING GLAZIN TOP MOUNT 1" OVERLAP MAX. SEE MIN. STORM PANEL FROM SEPARATIO T BLE 2 EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE STEEL OR BENT PLATE 1/8" 6063 -T6 ALU BENT PLATE OVERLAP MAX. O TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE, 1 -1/2" = T -0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE CHOR SCHEDULE FOR MAX SPACIN N 1/2" MAX. PEG (DIRECTION 1/4 -20 x 3/4" HEX BOLT AND NUT'@ 6" D.C. L 9" MAX BUILD-0 MOUNT SECTION SCALE+3 =1 -0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECT ONS R .032" MAX. TYP ' 1\ .120" TYP. PLAN VIEW E.100" TYP. TYP. BOTTOM MOUNT -' -± _ - -�.- TYPICAL VERTICAL ELEVATION SCALE: 1/4" a 1' - 0" 0 ANCHOR TYPE 7 �i(ili)itil }titi�iittiii�.- 1 /4 "OIIN. WLDEX 7- 3 /4 "TMIN. DEMB�DMENT 182 PSJ. �.fllIPA19�1B1lUlBBRY ti■Blllumun1I� 11/4`0 OL MgAL / F �t13t�MIN. E4 14) 81/4 -20 CH SCREW WI HNU �.: 3.000 PSJ. •• .1. � 1!illilill' I ■�I 1Et�l&'4 6114 2T ggT7HA5- STEEL MACHINE SCREW 3 P.N. 1/4 "0 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. P.SJ• 1/4`01TW MAXI SET TAPCON WITH 1 -1/4" MIN. EMBEDMENT PSJ. CO iriNllUlfy)11y11l1l1u }I1> 1/4 "O ITW BUILDER TAPCON W/ 1 -1/4" MIN. EMBEDMENT I @IDIOB11111111VAM!> 1i■S1111111l1riBt> FEMEA,,LE 7 L'a�`4j�s1'gq 1 Ski WI7 pj�tT T 1/4 "0A C igo WITH 7/ S L V4-20ST S L MACHINE S REIN 7immorm ltll11UN1AAkolo- TAPCON W/ 1-1/2 MIN. EMBED. TAPCON WITTH 1-1/4. MN. EMBEDMENT FASTENER MAXIMUM SPACING ONNCHEHS REQUIRED H FOR �VAAI OU3 DESIGN LOADS AND SPANS LOAD MIN. 2 EDGE DISTANCE (W1 SPANS UP TO P.S.F MAX. ��. NOTE1 (SEE NOTE SPANS UP TO NOTE 1) 51.0 64.0 72.0 50.0 51.0 64.0 2.0 84.0 150.0 51.0 64.0 72.0 84.0 150.0 51.0 64.0 72.0 84.0 150.0 51.0 64.0 72.0 84.0 50.0 51.0 64.0 72.0 84.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 'C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 12' -0" SEE NOTE 1 MIN. 3° EDGE DISTANCE SPANS UP TO SPANS UP TO (SEE NOTE 1 SPANS UP TO 12' -0" SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) Cl C2 C3 C4 C5 Cl C2 C3 C. CS C1 C2 C3 C4 C5 C1 C2 C3 04 C5 OrAr 4' . MOM' 217.40% aEDEDEDE MO EDEDEEI 70 DOME= ✓ /% % %% %%% s %mQIE IMBQ ODEIBQI0 ©0B 'M% ar % %�/a fagi' I A B00® 10 00 ®013006100 M- 0." AVAAM .V." A" .r 9:140.4131110111113001112111011111011121131 �La� � ". "• %%% 40," MOO= 10 00000Q00 EEL®E IDESI®EEEE�UUMMESIDUMEEIE ©EIIE IMEE NEI 10 EF�EDman ®® D000EEIEEI00 ®0000®®®®E11®EEI®E10EEI0000 EEI®EEI00®EEI 10 00®EE7000EEIEEEEEI ®10 EEL®® iIEEI0000 ®©000®o ©urimum ansumE UMEEMIo°o M0010 10 EDECIOUBn 10 E(7©E7EtiCILIEDEEIE MILIEr7E7E©EflBBLI 00000EEIEEI E7E RKIE WAUDIEI DEa 10 00ED00E1100 %0 00000m0� H ELI ®DOD©© ©EIMB ©IEMOODEIIEEIO ©OEnOE3 %0 OBBI 13BBEV i00E7 ©NDI510©©©EZICIONBESE7E7 %E7 mmmmOmDESIBBOBBOBEIMODEEEEppOm 10 B ©© 1313000000 %01700%0001000® ®EEI00000 %0 0 1O TC 000 ©0%0000%0 ®0 ®011710 0000000%0 1171717©17000/ /.0000 %01©®En0 ' BBEI . '.1E7E7E7a0 0000Ed000000®E EIE70000 EICIO OBEIIIIBB17 MEMO 90 EiEDEIBBEIBU ©0EICIOD 10 DEICIBE(7E�IBBBO EDED0000® 10 00EtE1000EDOEDEIE7EI® 10 E70E710000 ®000010 ©000 ®00 ©0®0000®E(n7000 ®0000 ' W 40 WAV4O M� ENE EiA OU 10 0 10 B © ©UB XS %M �g� gr �0 "i 0 10 10 10 ©E71r7017 GLIB" .40 �!� NM %% %r.4aM//. %VIaN0170 ©DEB'... % %d7© %'' "A EiE IBE1®®OEEI®EE10 171700%0® ® ®®OEEIEDEEIO000UMO 64.0 ®EEIEEII(7 ©10 10 10 © 0000 % %®®900EA00000 ©0'/B EEIEEIEEE00000%0000%//,EEa ®®00101 LIMI000 %O EEIDEEIOOBBIBM 700©% %®®1300170© / /, ©O ©p %© E700%.'///.ann %00© %%000//.OE70 ©'r i 10 io o f MME7�70000O�EEiiEiEL�iEIE7EaEiEBO BIB©�E7 AEI 10 10 10 ©©©©BMOBW, CBE IM UOBEI//,OOE7a U0 0p000000 %00 % %%.r%®13130u0000 %000 % /O 000 OBI' 46�00" I. , 10 10 10 OOi7©E7 001 rarem EI%% %%© % %% / © %//,//. %ClEr V ©[� ©//.% ©!3©%%© 00000000 %©LID ©a ME MBEIBBBLIBBO © ©'/ /. BE(7Q ©O©©©/ /.%Br; ." 4'//.00000000 % ©0i %%% 000 %001 VA" Aal %%% / s1.0 Ei000E10EXIBBE ILMBO DEIEMBE LIED©0®EE11,00 00010 0ED®®0015100%000010 BEMBEIDOE100 %0 DDED00EDEJUOQ 100' /4310EJEi00®IUE70E I0 ©�� 130 © ©17111130aB IBB' A, ©E ILIBMBEaf ©� ©DtIEran 72.0 84.0 150.0 51.0 64.0 2.0 84.0 150.0 51.0 64.0 2.0 84.0 64.0 2.0 84.0 150.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. we EDGE DISTANCE SPANS UP TO 6' -0" SEE NOTE 1 ANCHOR TYPE JAW.. P44. g0 THRE OD PENETRATXIN P ALLEL OR Pi Warr. 44 TO WOOD GRAIN B11111BillE11R111111111T, R+■SIIRllBUB@� P1 I.0 MMLF�MB DTMENT 8 V4 -20 ACHINE SCREW WI H NUT ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPEOFIC LOADS MUST BE UNITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRU TURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD I3REATER THAN OFI EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 3. SEE MOUNTING SECTION DETAILS FOR THAN 0R EQUAL TO SHUTTER SPAN. 4. Eraja STRU TURE MAY 85 CONCRETES HOLLOW B 00K OR W000 lFRAMING. RE ANCHOR SCHEDULE FOR PRDP�R ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM 7. WHERE EXISTING EMBEDMENT EXCLUDES STRUCTURE WOOD FRAMING WOOD FRAMING CONDITIONS MEMBERS N0T PLYW'OD0 FASTENING TO IRLYIWOOD IS ACCEPTABLE 0NRLY PDR SIDE CLOSURE PIECES. 8. WHERE LA0 SCREWS FASTEN TO NARROW PACE OF STUD FRAMING FASTENER EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W00D STUD SHALL BE SOUTHERN PINE" 0 0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. LOAD (W) P.S.F. MAX. (SEE NOTE 1) 51.0 64.0 72.0 84.0 50.0 51.0 64.0 72.0 84.0 150.0 51.0 64.0 72.0 84.0 150.0 CONNECTION TYPE (SEE NOTE 3) 01 C2 C3 04 CS SPANS UP TO SEE NOTE 1 CONNECTION TYPE (SEE NOTE 3) C1 C21C3 C4 CS SPANS UP TO 12' -0" (SEE NOTE 1 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 10101011 10 EDEDED ®170000© 0ED00000000EI 10 13130 EQEOOCIEIEDE0E ©E IBIO 10 non OM 10 DOm000ED E70 10 L EI 10 EIE7 010000010 000 MEMO BLEW IUEI '//, ®® ®O %000" AMOED mmBONBO0 %%00% ." 111EMMOIONW MY 4' EEI10®EEIB ®EEIEEIDO MMUOO EEIDEEMEREIEI0© 10 Mr El EE iEEID017EEI 18 13100 70 170//.0 DEMOB 70 lair 10 ©0© !00 © 10 Mr AME Y AU CIATIMEIR 03/,1/05 09;39 T A B E 2 POSITIVE DESIGN LOAD (W) (P.S.F.) 27.0 40.0 60.0 80.0 100 120.0 150.0 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) 3' -0" 5' -0" 7' -0" 8' -8" 10' - 6" 12' -0" 3' -0" 5' -0" 7' -0" 8' -8" 10' -6" 10' - 11" 3' -0" 5' -0" 7' - 0" 8' 8" 9' - 3" 3' -0" 5' - 0" 7' 0" 7' -6" 3' -0" 5' -0" 6' -0" 3' -0" 4' -0" 5' -0" 3' -0" 4' -0" MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/2" 4 -5/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/2" 4 -5/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/2" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" 3 -1/8" MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1' 1 -1/4" 1 -1/2" 2 -1/8" 3" 1" 1 -1/8" 1 -3/8" 1 -3/4" 2 -3/4" 3" 1" 1 -1/8" 1 -1/2" 2 -1/4" 2 -5/8" 1" 1 -1/8" 1 -5/8" 1 -3/4" 1" 1 -1/4" 1 -1/2" 1" 1 -1/8" 1 -1/4" 1" 1 -1/8" TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. 1 STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W (P.S.F.) 27.0 30.0 35.0 40.0 46.0 50.0 55.0 60.0 65.0 69.0 75.0 80.0 85,0 90.0 95.0 100.0 110.0 120.0 130.0 140.0 150.0 ALL MOUNTING CONDITIONS ANCHOR SPACING 12 IN o.c. L MAX. (FT -IN) 12' -0" 11' -8" 11' -3" 10' - 11" 10' -6" 10' - 2" 9' -8" 9' - 3" 8' - 11" 8' -8" 8' -0" 7' -6" 7' -0" 6' -8" 6' - 3" 6' -0" 5' -5" 5' - 0" 4' -7" 4' - 3" 4' -0" TABFL t icat 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED INTERPOLATION EMAY BE USED TO DETERMINE ALLOWABLE SPANS. VJ. Knezealch Fl theme ' 1098 11; 0 thee 12/16/2004 t'IN 04-324 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 Permit No.2. BUILDING PERMIT APPLICATION FBC 20 C q Pi-U V 1 Me Master Permit No. Permit Type: BUILDING OWNER: Name gee Simple Titleholder : 7AAA) Phone #:3Z 5 3 Addres : 2- 106 ` ®i City: State: Zip: 3 / 3 Tenant/Les Name: Phone #: Email: lti ? l �c�ss JOB ADDRESS: u v e City: Miami Shores County: Miami Dade Folio/Parcel #: Zip: Is the Building Historically Designated: Yes NO 'G Flood Zone: CONTRACTOR: Company Name: W Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Regis t ation #: Certificate of Competency #: Contact Phone#: E Address: DESIGNER: Architect/Engineer: V1/4A., f Phone #: 3 o c TO 3 1/44 t(2 Sc Value of Work for this Permit: $ Type of Work: Address DAlteration Description of Work: Square/Linear Footage of Work: UNT2,6_, ❑Repair/Replace ❑Demolition t b DitAx vino COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F p************* **** **** **x **** * ** * * * *** *** **** Submittal Fee $ Permit Fee $ �.1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ d 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 ' . o d and a reinspection fee will be charged. !� Signatury Tie foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of l k , 20 1.0, by't }N )(Y , day of , 20 , by si personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: wner or gent 12 Signature Contractor As identification and who did take an oath. NOTARY PUBLI S. Print: My Commission Expires: APPROVED BY 0310612012 a = NOTARY PUBLIC Commission Sign: Print: My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Sep 20 2010 5:57PM NIBF1 Rug Collections John Berryman, PE 248 NE 98th Street Miami Shores, FL 33138 350 903 4866 (Cell) JohnBerryman3 @me.com September 20, 2010 Norman Bruhn Building Director Miami Shores Village 10050 NE 2hti Avenue Miami Shores Village, FL 33138 305- 573 -1357 SEP 1, Lu iU BY: RE: RC -11 -09 -1806; DGT -11 -09 -1906; MC -3 -10 -393; DS -11 -09 -1801; EL-3 -10 -392 Dear Mr. Bruhn, Please extend the permit expiration dates on the above permits by 90 days so that 1 can have time to complete the bidding and begin the execution of the work as shown on the plans submitted. We anticipate beginning the work in the next 30 -45 days. Thank you in advance for considering our request Since Berryman, PE er p. 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 248 NE 98 Street Miami Shores, FL 33138- 1132060134180 Block: Lot: JOHN BERRY MAN III Approved: Yes Comments: POOL DECK MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE Date Approved: 11/18/2009 : Yes Date Denied: Type of Construction: GARAGE CONVERSION AND ZIZE Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Retum : Classification: Residential Fees Due CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - Additions/Aiterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $9.00 $150.00 $1.50 $3.00 $5.00 $450.00 $60.00 $60.00 01.50 $24.00 $150.00 $12.00 $926.00 Pay Date Pay Type Invoice # RC -11 -09 -36287 05/04/2010 Check #: 6747 11/02/2009 Credit Card Amt Paid Amt Due $ 776.00 $ 150.00 $ 150.00 $ 0.00 Available Inspections: Inspection Type: 1 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 May 04, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 04, 2010 1 Irf r)//9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE AWP, LLC 8130 NW 74 Avenue Medley, FL 33166 SCOPE: rrrr r.,r,r n 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 (BONA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ANJ), 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 applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1600 Impact View" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No,W03 -104, titled "Series -1600 Im t View Io Sliding WDW.", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dat�'!r TiJ18/03 with revision "B" dated 11/06/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 Buildin Official. This NOA revises and renews NOA # 03- 1203,02 and cons 1' E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pere (6001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE PLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33136 -1563 (305) 375-2901 FAX (305) 372 -6339 I APPROVE() NOA No. 071018.05 Expiration Date: March 04, 2014 Approval Date: February 04, 2009 Page 1 AWP LL NOTICE QE ACCEPTANCE: EVJDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03 -104, titled "Series -1600 impact View Alum.1loriz. Sliding WDW." sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision `B" dated 11/06/08, signed and sealed by Humayoun Farooq, P,E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NO4#03- 4203.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous N04 #03- 1203.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 11/03/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 anuel P P.E. Product Contr { miner NUA No. 018.05 Expiration Date: March 04, 2014 Approval Date: February 04, 2009 IMP. It L NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 2. Notice of Acceptance No. 03- 1223.04 issued to Surface Specialties, Inc. for their "Uvekol, a Laminate Glass Component", dated 02/05 /04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance, dated November 3, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated November 3, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1203.02, issued to Yale Ogron Manufacturing Co, Inc. for their Series 1600 Impact View Aluminum Horizontal Sliding Window, approved on 03/04/04 and expiring on 03/04/09. E -2 ie.: M: uel .E. Product Control, a er NOA No. 0 - 118.05 Expiration Date: Mareb 04, 2014 Approval Date: February 04, 2009 m TI' Wit. LEAD/SLL1 CONNR3 :C9' WINIOW WON 12 .a 1 NAr 1 1 NOISE WOWS ' (SWAM } Y BE 13312:1 133F A it 11 LENT 01DB 131ESE WINDOWS ARE RATED FOR LARGE MISSILE WAGE. • 'MUTTERS ARE NOT REQUIRED. J SERIES- 1800 IMPACT VIEW - ALUMINUM HQRIZONTA1. SLIDING %INTO! IZSIGR LOAD WINGS FOR THESE W INDO'AS TO 8E AS PER CHARTS SWAMI SHEET 2. -AP-PRO/AL APPJES TO SINGLE UH3S OR SIDE 8Y SOE 0010824A71ONS OF !i.R.jH.R. OR N.W. WOW. VOTH OTHER MAI4I -DADE COUNTY APPROVED WINDOWS USING MAYI -CADS ODUNTY APPROVED MLA-LIONS IN EIEItWFEN. LOWER DESIGN PRESSURE FRO) WINDOWS OR AUIJJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS EDEN DESIGNED AND TESTTD TO COMPLY WITH THE REWIREIVFNTS OF THE MOR IN. ONLOI1d3 CODE 2004 /2007 SOON ROUGING HIGH 4ELOCDY H AIRICA hf 346E (HA14 ACt1p BUCKS or OTHERS, MUST OE ANCHORED PROPERLY TO TRANSFER WADS TO TIE STRUCTURE. ANCHORS SHNJ. OE AS LISTED, SPACED AS SHGWAI ON DETAILS. ANCHORS EWBEONENT TO RASE MATERW. SHILL ITE DEMO WAU. DRESSING CR STI10C . ANCHD9RLVC OR LOADING CONOITIONS M0T 5RQWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURAIh0N FICSEASE 15 USED 114 DESIGN OF ARUM RHO MOD ONLY. w.TERN1S MUG= RUT NOT WED TO STF£L/WETAL SCRLVS, THAT ONE INTO CONTACT WRH OTHER DISSWjLAR VATERIN S SHILL WET SHE REOI.REMENES CIF 2004/2007 FLORIDA BL00. CODE SECTION 30038.4_ 47 3/4' 3 L 974. 54 3/4 ..V1T WITH 'x0x' 1 1 22 3j8• .1 I 1eJ d. I 9L O =G. 27' J • 1 EM WA?TN • 1 8' SOX. CORKERS 74` 07400W 09311 12' r TYPICAL ELEVATIONS TESTED UNITS NUL0 0F/L 1H -622 <nuat� WI wows 1190 • GE 2E0 SOME MOREIOAD 9731 t W k G %\ Gi GLASS TYPE .'4' GU. EKG OPTIONS 411 54 GLASS TYPE IS L r-30,16. ANN. 42A5S 100' LNERLAYER i ;11mm -um AESIIIt 1 8Y SGRFACE 590001,11_5 l ! r3 /I6• A11lh GASS E1.143 w11R1 it J 31 3/4' I1 1778. 37 7,X 111011-1 SS I/2' uterell 'X0, Ox OR Xx' 5 UCONE DIN 05111111173 1199 GE 24(0 =WEE 1IOSEHEID 5731 i sie9cr o RA FZj 53 NSW Cw9. 3856 eeoeur_•mute camptAasisbnaQW6F. EcfGaAGr. n o I - ,10 yD _I fiT7•''�•s 4- drawing no WO3 1 {-- sheet 1 of 5 85013'-0 1.014 C,1P_CITY - P99' (S0. 05 OA E SIZES) nCti00E OFuiS. A 31335 TYPES R & Jr 1101H 1410147 EOr44) 1 M(-) ]8 -1/2' 37' 03 -1/8' 73 28' (3) 3 908 i *m it 4 9010 1 940.0 S MO 1 940.0 7 90:0 140.0 29-1/2 37' , 53-1M- 74- 38 -3{6' CO 3 90.0 110.0 4 30.0 1 461.0 3 504 1404 7 904 1400 25 -1/2' 37' 53-1/0' 74' 30 -5/8' •) S 904 140.0 4 934 m40 S 7 904 1430 90.0 131.1 25 -112- 37' 53 -1/9' 74' 03 (5) 3 90.0 140.5 1264 80.0 1404 Ell 094 . 1009 004 aa.3 880 24 38' 48' sr 72 • 7 90.0 904 140.0 ii 934 140.0 970 4425 S 920 4430 6 904 i 1400 24 38• ]6' {3) 2 000 140.0 © 904 1404 46' GO' 900 994 1404 1404 90.0 140.0 72' � 140.0 a4 36' 48' ( 7 _' ` _ 99.0 9430. .. 44.00 98' 009 S 140.0 80' 72' s 8 900 _ 904 140.0 1404 24' 35' 40' ear 72' r- � a 004 140.0 90.0 140_0 4 800 9200 5 9[0 900 108.9 8 90.0 063 A ® NQ. OF ANCHORS PER HEM & SILL (] > NO. OF ANLCR$ PER JAMB LEFT MO EWE VENTS 79 BE OF E4:.7L GLASS CLO W.OTHS ,D. '00 OR 43X' OE MS LOAD canon' - PSF (SO$ SEES) 1 1F1140057 AIMS_ A 01389 WPES R 04 'a' V9.04 8L1GNr . 1111r,(4) 78.( -) T4' 28' 7 1104 146.1:0 108 -1/4' {3) 5 900 4430 HI' 74 10 900 304.0 74 _ !B(3) 7 90.0 140.0 U1 6 -1/4' 904 9 90.0 440.0 114' ' 400 10 930 140.0 74' $ /8. 7 80.0 140.0 :105 -1/4 (4) 9 900 1264 111' 59.0 10 004 124 2 74' 83' 7 90.0 1199 106 -1/4 (6) 8 93.0 09.8 72' 020 5 900 1404 84 24' 7 9140 . 140.0 86' {2) 0 90.0 rc0.0 use 900 9 400 1404 72' 900 B 80.0 140.0 54' Jar 7 90.0 140.0 98' (3) & 90.0 140.0 103' 3.4 8 00+0 1430 72' 900* 1400 8 904 140.0 84' 45' 7 9504 1430 56' (4) 0 304 1400 ice 118.5 9 5120 139.7 72' 113.0 6 80:0 122.2 454 60' 7 964 1138 94' (8) 8 004 1048 109' -571-- 9 900 97.6 A - RCA CP AHCHdRS PER HEAD & SttL (j ®H0. CF ANCHORS PER .9.4736 OPEPATIF40 YEH0S TO BE I/3 OF THE WI94&1P MOTH NOTE 8LASS CAPACRI4.S ON THIS SHEET ARE BIASED 005 ASTU E4300 -02/04 (3 SEC. GUSTS) AND FLOR,'DA BUIIDINO COMMISSION DECLARATORY STATEMENT DCAO5 -- DEC --219 DEMON LOAD C.lPAC153 - PEP {X02 MBE) 141I47309P DL34T8. A OL455 TYPES 'A' 4 '0' WISH HEM . EAL(41 . NIL( -) 74' 7 90.0 :1493.0 140-0 ^__90.0 PC6 -1 /4' 243- ( 9 1400• 191' 10 •04 1404 74 38_3 , 7 900 140.0 108 -114' (s) 8 904 140.0 . 111' 90 ' 400 439.2 74' SO -519- 1 9`9.0 140.9 108 -1/4 {4) 9 940 113.4 119' 10 59.0 105.9 74- 4sr 7 90.0 110.9 1044-1/4' (5) _ 9 00.$ 90.7 72' 8 020 140:0 544 24 7 900* 140.0 93 (2) 8 504 1494 108' 9 900 440.0 72' 8 900 9404 04' .36' 7 820 _ _ 1409 30' (3) B 620 140-0 Ier 9 3.4 11010-- no 8 900* 1400 M 45' 7 904 1992 ip 08' i) 8 904 103.1 108' 9 900 118.5 72' 6 50A 113.0 04 45' 7 00.0 110.3 96' (9) 8 920 102.5 109' 8 930- -_ -571-- A - NO. OF 490613349 PER HE3D & SIIL () . H0. OF 45CKIM PER JAW .�® f 4 OF03141131C VENTS r0 SE 1/4 OF 114 WINDOW WON 'xox' Igo gs x 'R k L•1r 13. *404410044 741003 mantltall 1.4 PC 3 14097 CJLK. 5939 i 3 47 21108 ....171•4419.V4,4:34.3 1Ifr ri.g- no,. r W03 -104 -I 1911881 ,4^ 0f VjP . ».O HS 1W —SEE ssraaaa Faso + I, / a' .`1.. r'la' ' . 3 te N. 'Al rao d a ' e I • J 1 . d a t 'AWL MIChV65 Fat S°NIaNa MEV4 sancruRE TrptCft *VHmRS '—SEE ant Tap SPUICA o 11" —t»i caiuw — aPFROrtD 1110,11014 t tr NULWN p44:4oaS WOOD OUCKS AND METAL STRUCTURE NOT Bf AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEN TO THE GUIDING STRUCTURE. TYPICAL ANCHORS; NEE MEd. FOR SP4CIM;. 1 /4' I IA. UCTRAI Of'1 BY 'ELCO' {Faa177 PSI. F1r ISS I2y) INTO 2RY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' PM. PENETRATION INTO WOOD THRU 1E1Y BUMS INTO CCNC. CR MASONRY 1 -t /4' MIN. EMBED INTO CONC. CO MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. Eb18ED INFO CONE OR MASONRY •Alb SMS OR SfLFDRILLINC SCREWS LGRAmE 2 Ms) INTO MEM. STIMJCTURES STEEL : 42 CA MIN. (Fy = 36 ESI MIK.} ALUMINUM : I%B" THOS. SW. (DO83 —T5 MIN.) (STEEL. IN OONTCCT WITH ALUMINUM 40 BE PLATED OR PAINTED) X12 SMS OR SELF DEMING SCMIS :NTO 4,41N22—QADE COUNTY APPROVED i ULUOvS (MIN. TUX. _ .0901 (NO SHIM SPAT TYPLCAt EDGE O15TABICt INTO CONCRETE AND MASONRY 2 -1/2' MIN. IN YS WOOD STRUCTURE m I° MIN. INTO MX STRUCTURE = 3/4° MIN. CONCRETE fa s NOS PSI N1N. MASONTlt I'm 'a MOO PSI MN. SEALANTS: FRAME AND VENT CORNERS ANO INSTILLATION SCREWS AT SILL SEALED WITH WHITE /ALUMNUM COLORED SEALANT. 1TEEPHOLI{S: W1 = 1 -5/87 x 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC a*WLE :T2 a 3/4' X 5/8° WEEPHOLE AT EACH END W3 = 1 -1/4" x 1/4' WEEPHOLES Af 16 -1/2' FR0'1 EACH ENDS NaGoLCTRAISED Oc_L „• nrrONtbvRkiFd* I!5. itrolvorwarato $ w:nq no- [w03- 104 (f p. D /4- SPIN I/4* mix. 91N SAX. ••••■••1 • _ MCA. ACROSS • SEE SO. SOR SPICIDD • MEM STIDCADIE , I I • I Si" 1 &WOOD MX% • L . WPM. KISCHDAD S•4' REV PAR SPAEAD 6/4- spud DA- ow; w WADS EXTERIOR arum vium • • allAva-Con OaUlirt -APPRCDED I.P.111131 de LIMAN MUMS XON LAYOUT rrPICAL ASCSIDAD r SEE W.V. FDA DIVENG SEM ADDS AL VD- . L) 1/4 stu. I VEY MOO R ..AEX cc? STE 1\ I•rmekr. kuCtron STE - roa serAnDes; 1 -1011 I siz•sssLinesineT, , 114 --+ MAIM Ir011• AMOK( "iglu •a• • Wan) SUCKS • ".> 'APICAL PACKERS s• SEE ELIV- ; FOR SPAEIND tr von DR. PADAYOJI4 'PAKKIDA eiguClUnes AA PE IJ CA.S. SISAI VERT DIDTH EXTERIOR MUM MUSH XLIABIG iltiosocitureiran Statiegylrg tbrelee* Edna, Codc tAM•allItta Osea 0 7 2009 Levi 1. drayt.sua no. V03-1041 r----- `• 5.7ft ---1 r--4--- ! I 1-.052 I i Aim 3.297 FROL41E POD 1-270 1.4.34-1 1.725 TAU NE.47 TOPAIOTIOM PAY.. 3.6 FIUME SILL 3526 13524. 1240 JAMB STILE -1 r•-.314 SILL TRI4CX MEETING RAIL FRAME JAMB FOXED 7410. Redl. 4.050 • L. -4 -..375 GUMS 8E03 mu I oar # 2101.STETT OISCBEPTI1S4 Irseax ZANFISUPPLIER/Egla-VCS , 1 ly-.1820 2 I '4-1911 1 Mit SEAS T . - — 1 RAVE SU. 4 1109.1-19 3 •— 5 1E-4.52 ' 1 FOSS ..1.41.19 6C22-7 1 - .12-1205 1E-1553 21U. IMO INSERT 2032-116 - 1/ viiir 1 scar Fozs RA 2C41-15 I - 9 fl-1724 VENT WEISS 1St 2243-112 - 7 Inr-leas 1/ Atir AS 2£00. 0119 SUE 211113-T5 e5113-11 - . _ ......_.. —.. - 8 0 Ito 11 2E-1707 OL2I50 sop 1S-1726 2/ 4/EIT TOP 030 92TT461 ... •EI - - - - - 511-1615 2/* 5051 " 195J.SR 2521912113 WWI TAM 3° SOW DOH ENO 12 511-155 1 YEW MO LPTCH Al 11-1/2 6 45-1/2 FOOV 601T6 12 1T-22 1ONT UCH SCSEWS - - 14 101-222 M 59L9 2r210$1504 SLUMS 6 MOAN 15 111-4209 AS MO. AS RE26 2,501.1 RR SEAL VeSITIP1.1110 WOMB 10 I 77-80 1l- 66 • FITALIE/ODS ASSINBIS =ENS CRS 16 11 1' P.H. ma 17 VP OWN crin. TAO 16 ni-assa ow 0241014 MOE . _.. STEM 9555 19 111-71 21 6596 WOE Senn - 5545 20 75 112-1221 1, VSER . ORES CUL MN 1.23 (1" 9 1' X 4 - 'OLE 111-1204 - - (PER CELL F&LI 1.1.45 0-6/#* x lite 2 1-1/41 - WLE 25 11:-.15131 2 : aufpxoLl COMS I - I Via FRAME TOP CORNER j ITABEASIITASPEKII AbILTSIEZEIMILANNEIn :6 11 s fe:1:: 1 t ? L$ ijiiii dr.weirtg-'1e1 ehast - 5 * W:5 03— 1 0/ an. F4 Sine Poo D.tam EXISTING BULLKSE COPING TO RF_MFON = 0.0 • VARIES - SEE PI-RN ir x 1W x 1" THICK TILE - THBOIBT V" .‘7), \\ 4" THICK CIVIPRCTED SAND BM Pool Deck Section SCfLe 1-112•=1*-0° satige . gNIMACC141E691°E x 4" x 2-1/4" BRICK EDGDO W/ MORTAR JT. ELEV. = -1" 0 *3 BARS CONT. Pool Deck Plan SCALE! 1/13=r-0° 8" EUTT I kLarni Shores Village BLDG DEPT s LIEJECT l'O CCP,IPLIANCE WI 11-1 ALL FEDERAL I STATE ANU CC.JN I 7 HUES AND REGULATIONS MEIMAETER VRRIES - SEE PLAN Iff x 18; x 441-.11CK TILE - , 1 .0 xe xe Ne OW xe —4" TIIICK COMRCTED SFND BED Sidewalk Section SCALD 1-1/2W-0° 8" x x 2-1/4" BRICK EDGING W/ NO MORTAR JT. ELEV. = 0.0 0 *3 BARS CONT. 1 1 1 Oat* S4/2022 pros • — Ono cre IChtd Redeems A A A A A A Swot 1A �.�.�.�.�.�w1111I1111111111111 illllillllllllllllllll�j�,.t♦♦. ♦.♦,‘' 41111111111111 1i1111111111111,,‘A �illlil T • ■ .♦♦♦.• ■ r .II ! uIuIRO/r , M1111111111 111lill nnuIIIII I . * ■ * 1 " 4 • , ■ I ' - - - - - L - !, - ... - ikett _ _ A A.. _ _ _ ..". ALTERNATE •1 - SIDEWAUC AT ALLEY AND ON WEST SIDE OF HOUSE TO BE 4° THICK, 3000 PSI STAMPED GRAY CONCRETE. Enlarged Pool Deck Plan �1 NEW 6RICK EDGD S, TYP. RROU D PERIMETER 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 Permit Type: BUILDING JOB ADDRESS: 2-1(8 BY: FBC 20 k� Permit No. D3OCt ® 15O 1 Master Permit No. ROOFING City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Sim ple�Titleholder) Address: (C t�(`FJ l.� � � 11A- City: 41 ( -&Lt4 3 t tate: FL- County: Miami Dade zip: 33/33 NO Flood Zone: A-) 0 Tenant/Lessee Email: Phone#k [ v ! , P/Ci `ur19 3-X110- P CONTRACTOR: Company Name: Zip: g ( 3 e Phone #: 3 O Lj r PC0,6 Phone#: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: L�EmQddress: DESIGNER: Architect/Engineer: C_ / G`'G i.+ls % f/I� Phone #: Ia t),,7 7"U fib Value of Work for this Permit: $ Pt9e, Square/Linear Footage of Work: j04 Type of Work: ❑Addition ((Alteration ONew Repair ' eplace (]Demolition Descrip : 1 n of Wo tk: � '' " °e- ' 0-7r '' , ?-44. �► r co for thru tile: ************ ***+ x**** * ** *Fees******+x*+x ***** Submittal Fee $ /00 Permit Fee $ 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 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, BOB ERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a, g r• and a reinspection fee will be charged. AP' Signature Signature Owner or Agent Contractor c The fo goin • • strument was acknowledged before me this / The foregoing instrument was acknowledged before me this day o , 20 Sl by (13)-11d 154-_erey , day of , 20 _, by who is personally known to me or who has produced (21-4 () who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: n NOTARY PUBLIC: Sign: Print: My Commission Expires: a '� : �*\ `.$ • Q‘� i� 0. 0. •. %0�1�� :.off`\\ APPROVED BY Plans Examiner Zoning Sign: Print: My Commission Expires: Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170923 Permit Number: DS -11 -09 -1801 Scheduled Inspection Date: November 05, 2012 Inspector: Rodriguez, Jorge Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation k Work Classification: New Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments EXCAVATE AND POUR NEW DRIVEWAY, POOL DECK AND WALKWAYS WITH CONCRETE AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 PERMIT RENEWED ON 1/12/12 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- 170598. CREATED AS REINSPECTION FOR INSP- 154214. CREATED AS REINSPECTION FOR INSP- 128356. Driveway only. NB Pool deck still not ready. NB November 02, 2012 For Inspections please call: (305)762 -4949 Page 1 of 37 John L. Berryman, PE 248 NE 98th Street Miami Shores, FL 33138 305 903 4866 November 3, 2012 Norman Bruhn Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 RE: Permit # 08 -11 -09 -1801 Dear Mr. Bruhn, Please accept this letter certifying that the sub base for the new /replacement tile deck around the pool and the two adjoining paver walkways has been properly compacted. I have been present at all times during the construction of this project. I have taken photographs of the work in progress (attached) to further document the work done here. Procedure used: Existing pavers were removed; new area that was to be incorporated was cleared of all deleterious materials; clean construction sand was placed to a depth of 3 -4 inches; the sand was compacted using the vibratory compactor shown in the attached photos; areas that could not be mechanically compacted were compacted using a hand tamp. The sub -base moisture level was maintained to assure maximum compaction. The pavers were subsequently set in a timely manner to avoid loss of compaction due to loss of moisture. The edges were back supported by concrete mortar being placed to a depth of at least 6" and 4" width. The pavers needed to be set in a timely manner in order to avoid the loss of moisture in the sub -base and therefore the degree of compaction that I required as the structural engineer and owner. The sub -base, pavers and edging backstop have been constructed as required by the construction documents. Your consideration of this matter is greatly appreciated. Respe submitted, n Berryman, PE L Structural PE # 66732 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171039 Permit Number: DS -11 -09 -1801 Scheduled Inspection Date: November 07, 2012 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments EXCAVATE AND POUR NEW DRIVEWAY, POOL DECK AND WALKWAYS WITH CONCRETE AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 PERMIT RENEWED ON 1/12/12 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- 170924. CREATED AS REINSPECTION FOR INSP- 128359. Not Ready. NB Pool deck is part of this permit and is not started. NB November 06, 2012 For Inspections please call: (305)762 -4949 Page 4 of 19 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 Permit Type: / Q� JOB ADDRESS: 2 e (Y E f�/ ik 51re-e--(- City: Miami Shores County: RECEIVED SEP 13 201 FBC 20 I CD Permit No. 03 Oct ( � Master Permit No. ROOFING Miami Dade Zip: 3/38 Folio/Parcel #: 2 e9 ( 3 4 ( Is the Building Historically Designated: Yes NO / Flood Zone: ,4f OWNER: Name (Fee Simple Titleholder): jab �j/'�t'r �t/�. Phone #: 3 C f L 3 E1C Address: 2(6e) Ate h` 4 57-- City: e State: Zip: 33/3� Tenant/Lesseyr ame: l/1 ‘ /* ®41e , GJ- Email: Phone #: CONTRACTOR: Company Name: D Cis`) ( Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: ail Address: �s '/ Q, DESIGNER: Architect/Engineer: / c2 / �7JQil� �i Phone#: �v�7 �3 7 &Ai Value of Work for this Permit: $ / Square/Linear Footage of Work: Type of Work: OAddition DAAllteration ONew ORepair/Replace UDemolition Description of Work: Z.k.., C2- 1 t & )S I A -® 41-1k0 / Color thru tile: *+ x* *+ x** ***** *** ** * ************ * *** ***** Fees***** ***** * * ******* * * * ** *:x*** **** * *** *****may Submittal Fee $ Permit Fee $ ° 0 0 CCF $ CO /CC $ Scanning Fee $ Z •OD Radon Fee $ DBPR $ Bond $ Notary $ 5* • 0 Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (933 - CO 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic / occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro, ed and a reinspection fee will be charged. Ai Signature . A Signature nature / ` , r /O er or Agent Contractor The foregr : i ment was acknowledged before me this g.5 The foregoing instrument was acknowledged before me this day of ' , 20 2 , by 'F33-41\-3 ry t' , day of , 20 _, by who is p- sonally known to me or who has produced 0 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. ``a```�I�liuuu!!l /,1i,, NOTARY PUBLIC: NOTARY PUBLIC: 9, Sign: ► — —� -a ~ se... _ ""'.•-. y CO • Print: =r sue o �4a`D'` %� 04 .,1. ////11 "Its I11I1115 \,```` My Commission Expires: Sign: Print: My Commission Expires: **** * * *** ****** *** ** s****$ s$ as ie*****#+ kH+ ************** **a$ ***: h*****=kga** **ge***+kik**+k=k** NNE* *: NN=sktp****** * *** * * ****H=*** APPROVED BY "f�G�_ Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 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: JO /PA DATE: fi %3 r! ADDRESS: Z' KO �d 671. &O-eze ( %-e( �G 3 3f38 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 1 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 that you 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.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable 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 property listed, may : my own contractor with certain restrictions even though I do not have a license. Initial I understand that building permits are not required to be signed by a property owner unless he or she is 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 1 may +rotect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name tead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or Ii. se umbers 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 mprove 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 substantial) improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I bu: % bstantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working n` y building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by unty or municipal ordinance. 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 be 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 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abid:''•y all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I 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.mvforidalicense.com /dbpr /pro /cilbrndex.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: F8fl‘ 57L Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the info 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 licensed 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 permitting agency is required when the permit is issued. 2 Was acknowledged before me this 13 day of SfC471 , 20 ( By SOA Produced the cense or R-- I CD who was personally known to me or who has 0 as identification. `\\ \1'1' Iniuury / /......' o " v :?..1 '� . ' y_ : //1// ' - • ....... ••,e,-,,a,.t:,:- tt ri-J Miami Shores Village R G`"`ee-zek Building Department CO. fY,l7G -10 6- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 11k ' -F) INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING 0 WO & PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: ak S G , 7 Permit No. D5-///I- Master Permit No.l` °- City: Ka-4A— Phone#: 3r) (o.? t f,, State: Zip: 3 313 S Tenant/Lessee N e: Phone #: Email: l,/ /&gt a.. 2-`(- C---; fr-flA St- e nie. e...tyi^- JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: /f 3z- o ®( 3 1) 0 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Miami Dade Zip: Flood Zone: /` Phone #: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /Pi Square/Linear Footage of Work: 0 1 Type of Work: DAdditi ' Alteration / ONew epair/Reslace / DDemolition1 Description o Work: � 1, - L . e.0 5 / iii.1 _ l, ?' ,i l '1 ^�-.. - /I ►u OW � % , l iWakt ** ** *** * **+r+x ************ : *+xa:*+ +xx��x-:y�x�x**** Fees *�xx��:a�:x** **�x****�x� **** *** *�x+x *�x�x****�x�:�x�:****** Submittal Fee $ Permit Fee $ /,��' OD EGF'$ t2 Scanning Fee $ t3 ,00 Radon Fee $ Notary $ ` Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 3 ®8 .0 c3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject is .ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w -'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap d a reinspection fee will be charged. Signature The fo day Owner or Agent g instrument p�was acknowledged before me this A „A _ \ , 20 ? Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit Nl I Owner's Name (Fee Simple Title Holder): Owner's nA dress: Z- Q- _ City: i° V� CQ %, Job Address (Of where work is being done): City: Miami Shores State : k-L � hone #: S T IY r ) Zip Code: State: Florida Zip Code: Contractor's Company Name: Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work :/l4 qkC e Di' 0 I W44 k ftmeA � L�- it 0 I hereby certify that the wohas been abanddned and/or the contractor/architect is fY unable or unlit to complete the contract. I hold the Building Official and the MiJ, Shores harmless for all legal involvement. Signature Contractor or Architect f• ego; "g instrument was aknowledged before me The foregoing instrument was aknowledged before me day of < ,20t`llb this day of 20 by to me orhb g§rtty 1, ,, who is personally known to me or who has produced as indent cation. Notary Public: Sign: _ Seal: �L 0 RO �'\\\" / / / / /11111IIt1O Notary Public: Sign: Seal: JOHN BERRYMAN, PE 248 NE 98Th Street Miami Shores, FL 33138 305 903 4866 January 16, 2012 Joe E Carabia European Sculptured Stone 10001 NW 50th St Suite 104 Sunrise, FL 33351 Ph 954 -742 -6832 RE: 248 NE 98th Street, Miami Shores, FL Permit # D5- 11-09 -1801 Removal of European Sculptured Stone as Contractor of Record Dear Joe Carabia; Our permit has expired for this work and needs to be extended. You are relieved of all responsibilities relating to the Permit noted above and it's administration effective immediately. You are removed as the contractor of record and will be replaced by John Berryman, owner. European Sculptured remains responsible for the work as noted in the agreement and as amended by changes in the work. Your attention to this matter is greatly appreciated. Res. Hy Submitted, John L. Berryman, PE Structural Engineer, FL PE # 66732 Owner From (305) 903 -4866 John Berryman NIBA Rug Collections 248 NE 98TH ST Miami, FL 33138 Origin ID: TMBA Fiat z Elms: SHIP TO: (954) 724-6832 Joe E. Carabia European Sculptured Stone 10001 NW 50TH ST STE 104 SUNRISE, FL 33351 E J11201108050225 BILL SENDER Page 1 of 1 Ship Date: 16JAN12 ActWgt 1.0 LB CAD: 1005650636NET3210 Delivery Address Bar Code Ref # Notification Invoice # Dept i limo 7931 2140 6533 0201 32 ZFTA i 50FG2/A78E/F5F4 TUE -17 JAN Al PRIORITY OVERNIGHT i 33351 FL -US FLL After printing this label: 1. Use the 'Print button on this page to print your label to your laser or inkjet printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: Use only the printed original label for shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges, along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.com.FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non- delivery,misdelivery,or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely claim.Limitations found in the current FedEx Service Guide apply. Your right to recover from FedEx for any Toss, including intrinsic valueof the package, Toss of sales, income interest, profit, attomey's fees, costs, and other forms of damage whether direct, incidental,consequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented Ioss.Maximum for items of extraordinary value is $500, e.g. jewelry, precious metals, negotiable 2 instruments and other items listed in our ServiceGuide. Written claims must be filed within strict time limits, see current FedEx Service Guide. 0' me https: / /www.fedex.com/ shipping /html/en//PrintIFrame.html 111-6/2012 Express FedEx Express Customer Support Trace 3875 Airways Boulevard Module H, 4th Floor Memphis, TN 38116 January 18,2012 Dear Customer: The following is the proof -of- delivery for tracking number 793121406533. U.S. Mail: PO Box 727 Memphis, 114 38194 -4643 Telephone: 901- 369 -3600 Delivery Information: Status: Delivered Delivered to: Signed for by: D.POLITO Delivery location: Service type: Priority Envelope Delivery date: Receptionist/Front Desk SUNRISE, FL Jan 17, 201211:46 NO SIGNATURE IS AVAILABLE FedEx Express proof -of- delivery details appear below; however, no signature is currently available for this shipment. Please check again later for a signature. Shipping Information: Traddng number: 793121406533 Ship date: Jan 16, 2012 Weight 0.5 lbs/0.2 kg Recipient Shipper: SUNRISE, FL US Miami, FL US Reference Notification Thank you for choosing FedEx Express. FedEx Worldwide Customer Service 1.800.0oFedEx 1.800.463.3339 Miami Shores Village kg NOV 0 2 2009 JJJ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W W W.MIAMISHORESVILLAGE.COM BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle). Roofing Owner's Name (Fee Simp eholder) Jatio/ { 444# /3 er1y r$ Owner's Address 2 tip NF 98 'N .fT• City /9 /#/vi Ps State `t Tenant/Lessee Name BY :.. oo.o Permit No. a15+4 Vol Master Permit No. Phone# 3 QO3 - 066 Zip 33 /3 9 Phone # Email Job Address (where the work is being done) Z 7 g ii ? ' ~r/ City Miami Shores Village County Miami -Dade Zip 3 3 /3 ' FOLIO / PARCEL # Is Building Historically Designated YES NO t/' Contractor's Company Name ei,Aoietqw Contractor's Address /44='®r mu SO 11-1 Flood Zone Phone # ?54 7'/2- d83 Z City Qualifier Name Po Gr r� r State Zip Phone# 9SK- %K2- 6832 State Certificate or Registration No. C. 6C D c! 4 (013 S Certificate of Competency No. Contact Phone q s`i— 7 YZ -6Z 3 z E -mail Eu o P N r SVvMe. Q 6- HAW C> c0/'I Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2212 s!S(. c-o Square / Linear Footage Of Work: � (/ Type of Work: ❑Addition.'. Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: " x«r41.44 et f /w.v. "tea D `u i.3 y c - 4e,.c.1 ON0 2 iF1*** * * : x** ***a:* *** **x :x:*x: *e * ***** **Fees******************************************** Submittal Fee $ — 'OO Permit Fee $ CCF $ 15' tO CO /CC Notary $ Training/Education Fee $ l' (NO Technology Fee $ 1 V 40 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $02(&] 6 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 T() 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 w e rs seven (7) days after the budding permit is issued. In the absence of such posted notice, the inspection will not be a reinspection fee will be charged. Signature The f re_oi Ag i//�strument was ac owled ed before da'of./j477% -, 20/1,b err ersonally known to me or who has produce Owner or Agent Signature (2..1:7) Contractor me this z _ `� �%h°d /bL As identification and who did take an oath. NOTARY PUBLIC: Sign:•uco Print: My Commission Expires: 't ' LEAK it ROSS i* MYCO4MSSIONtDD $1 o EXPIRES: May 8, 20:13 14.00. • 772 `in+ kip Nary Sakes The foregoing instrument was acknowledged before me thisE® day of CC--ro Q , 200:1 , by Robe" cAn who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign )' 'l OZ)() Print: My Commission E rte: * MYSIONIEDD861772 ECWISSS:'ktriy to 2813 �•9 or ��`of Bonded Ttu taut Notary Se Cr * **,k*:k*, kite, at**. km. wm ................ °-•--•-- • - -• - -- — - - - - - - - * * * * * * * * * * * * * * * * * * * * * * * * * * ** • APPLICATION APPROVED BY (Revised 07/10/07) S 2J 7 Plans Examiner Engineer Zoning Clerk checked 10/29/2009 14:49 9545832820 PELICAN INSURANCE D CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ICA RIGHTS T THE D E NTHLDER MIS CERTIFICATE TFIE N AM CERTIFICATE ALTER THE COVERAGE AFFORDED EY THE POLICIE,� NELI�W INSURERS AFFORDING COVERAGE NAIC # INSURER A; Burlington 716D Phone - 854 5834444 Fax .- 954 483 -2820 PAGE 02/02 DATE (MUMMY) 1O ODE Pelican Insurance Agency 6950 Cypress Rd Ste 208/7 Plantation, Fl 33317 Concrete By Design, Inc. dim European Sculptured Stone 10001 NW 50 St #104 Sunrise, FL 33351 INSURER B: INSURER C; INSURER D: INSURER Et COVERAGES THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ CERTIFICATE MAY BE ISSUED OR MAY PERTAIN TH INSURANCE INSURANCE i FFO�RDED BY THE POLICIEOR ESCRIBED HHEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAIMS. I LTR TYPE OF INSURANCE A GRNFRAL UAE'IUTY X COMMERCIAL GENERAL LIABILITY CLAIM$ MADE E DCCUR GEN'L AGGREGATE LIMIT APPLE LICY JEC PO T PER LQG POLICY NUMBER DATE IMMQ1DD/YY) 3598003279 5/13/2009 WORKERS COMPENSATION AND EMPLOYE R$' LIABIIJTY ANy OFFFIOEM EbMEnE�R EXCLUDEE7 RCI ITfvE SPECIAL PROVIGIONS mew OTHER POLICY EXPIRATIO DATE IMt11IDDIYYI 5113/2010 DESCRIPTION OF OPERATIONS /LOCATIQNSNENICLRSIEXCLIISIDN$ ADDED BY EN CERTIFICATE HOLDER t Miami Shores Village Attn: Building & Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 305 -756 -8972 ,CORD 25 (2001108) 1 of 2 EMENT/SP$EIAL PROVISIONS ADDITIONAL INSURED; INSURER LETTER; A N -° LIMITS -- EACH DOCURENCE ' $ 1,Q0Q 000.00 - E TO a LET R ED 10q,000,00 MED EXP Any one pawn) $ 5,000,00 PERSONAL & ADV INJURY $ 1,000,000,00 GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS • COMP/OP AGO $ 2,000 000.00 $ COMBINED smell uNrr (Ea amide* (Per B DILLYJURY mIE ffi (Pena nt))RY (tW seeH GE AUTO ONLY - EA ACCIDENT $ 9THFR TFIAN EA ACC $ AUTO ONLY: AGO EACH OCCURENOE $ AGGREGATE $ $ LP OW LIM MEM E.L EACH WENT $ G.L. DISEASE • EA EMPLOYEE $ E.L. DtSRASE - POLICY MIT $ C NCE TION See Below - $HOULG ANT OP THE ABOVE D CRNITED POLIC'Ea BBB CANCE1.I„ED BEFORL THE 10 DAY UR$ TO RAE, SUCH NOTTIGC tATtAEPOSE NO GEILIGA TO I.E FT OF ANY KIND UPON THE DOMPANY, ITS AGENTS OR REP NTA°" °ELI AUTNDRIZED REPRESENTATNE Samuel Jacks OACORD CORPORATION 1988 'CANCELLATION FROM Form - Certificate Of Insurance CTHU)OOT 28 2000 14 :681ST. 14:661No.768662SB06 P 0 Page 1 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YY) 10129/2009 PRODUCER (813)637 -8877 FAX (813)637 -8484 Insurance Office of America, Inc. 4915 W. Cypress Street Suite 100 Tampa, FL 33607 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED Pyramid Employer Services III, Inc. 9843 18th St. N., Suite 150 St. Petersburg, Florida 33716 -4209 Alternate Employer: Concrete By Design dba European Sculptured Stone COVERAGES INSURER A: Guarantee Insurance Company 11398 INSURER B: INSURER C: NSURER D INSURER E. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ENERAL LtABILITY COMM GENERAL LIABILITY CLAIMS MADE F1OCCUR POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE MM/DD DATE MM/D LIMITS CH OCCURRENCE IRE DAMAGE ( one tire) ED EXP (Any one person) PERSONAL & ADV INJURY ERAL AGGREGATE RODUCTS- COMPIOP AGG GEML AGG LIMIT APPLIES PER: POL PROD • LOC UTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS MBINED SINGLE LIMIT (Ea cldent) DILY INJURY (Per person) DILY INJURY (Per accident) RAGE LIABILITY ANY AUTO ROPERTY DAMAGE Per 'dent) UTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: CESS LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION EA ACC AGG CH OCCURRENCE GGREGATE • RKERS COMPENSATION AND EMPLOYERS' LIABILITY GPEO12 01 -109 01/01/2009 01/01/2010 EL EACH ACCIDENT .L. DISEASE -EA EMPLOYEE L. DISEASE - POLICY LIMIT $ 1,000,00 $ 1,000,0 $ 1 000 00 DESCRTPT1ON OF OPERATIONS /L.00ATIONSNEHICLES/EXLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Coverage is provided for only those employees leased but not subcontractors of Pyramid Employer Services III, Inc. and Concrete By Design for any job, operation, or project per Rand during the above policy period. Addendum to cancellation: 10 days notice applies for non - payment of premium. 'CERTIFICATE HOLDER Miami Shores Village Miami Shores Village 10050 NE 2nd Avenue Miami Shores, F1 33138 ADDITIONAL INSURED; INSURER LNJ t ltt'p: / /ioaca. ioausa. com/ ClientAccess /activelcertliabform.asn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 5QDAYS WRI 1 1 rN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Authorized Representative Heenan Peery 10/29/2009 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100; Ft. Lauderdale, F L 33301 -1895 — 954 -831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Receipt #: 180 -5665 EUROPEAN SCULPTURED STONE CORP Business Type: GENERAL CONTRACTOR (GENERA Owner Name: ROBERT LAWRENCE ANASTASI CONTRACTOR) Business Location: 10001 NW 50 ST 104 SUNRISE Business Opened: 05/12/2003 Business Rhone SUNRISE -6832 State /County /CertJReg: CGC049685 Exemption Code: NONEXEMPT Rooms Seats Employees Machines Professionals 10 Tax Amount 27.00 Number of Machines: Transfer Fee NSF Fee 0.00 For Vending Business Only Penalty Vending Type: Prior Years Collection Cost 0.00 0.00 0.00 Total Paid 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is WHEN VALIDATED non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that Mailing Address: it is in compliance with State or local laws and regulations. EUROPEAN SCULPTURED STONE CORP 10001 NW 50 ST #104 SUNRISE, FL 33351 Receipt #07A- 09- 110001740 Paid 10/06/2009 27.00 09/30/2009 Effective Date 2009 - 2010 AC# 3904803 DEPARTME ._C OF FLORIDA OAO SSZONALREGULATION RY ',IFENS.ING' -__ BOARD pL: - SEQ #L08081000ie 08/10/2008 088025432 CGC.049:6. The GENERAL CONTRACTOR'_; Named below IS CERTIFIED;, Under the provisions of :Char Expiration date: AUG 31, 201 ANASTASI, ROBERT LAWRENCE EUROPEAN SCULPTUREDST01tE 10001 NW50TH STREET'. '. SUITE 104 SUNRISE FL 33351 IgrA CHARLIE CRYST 1 t.s }l GOVERNOR 'CARED BY LAW CHARLES. W. DRAM. SECRETARY Permit No: 09- hf-0( Job Name: /c) , 2009 Miami Shores Village Building Department Building Critique Sheet 40c/itie I .0 40/e.e4vc,c 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Aioesde 26,4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ,ri an Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Permit NO. DS -11 -09 -1801 in ° f1 Cla � do Issued Expires: Owner's Name: JOHN BERRY MAN III Job Address: 248 98 Street Miami Shores, FL 33138- Folio Number:1132060134180 Owner's Phone: (305)754 -1423 Total Square Feet: 2601 Total Job Valuation: $ 23,000.00 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/18/2009 : Yes Comments: POOL DECK MUST BE AT LEAST 10 FEET FROM SIDE LOT LINE. SIDEWALK IN SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH NO OTHER PVEMENT ALLOWED MUST PROVIDE 5 FOOT SEPARATION BETWEEN HOUSE AND DRIVEWAY ONLY 4 FEET IS PROVIDED, ENSURE THAT THERE IS SUFFICIENT ROOM TO PARK 2 CARS WITHOUT EXTENDING OVER THE SIDEWALK WHICH IS PRIHIBITED DRIVEWAY FLARES CAN NOT EXCEED 2 FEET IN WIDTH 11/18/09 NEW PLAN OK Miaini Shores Vuiage B ilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:aj1 vO1 DATE: i\bk,) '50 g A.J62,71-- ❑ Contractor rzOwner ❑ Architect Picked up 2 sets of plans and other kt) I'. ✓ l"YQ4n 1 cink- o9 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to contin permitting pros ss. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: OS OCt -" t BO( DATE: t /11 )09 ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) d ing /i 2 Address: �.. U E Q S S4-- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to con.ermitting process. „:07•1101111.P.40.0/ �wledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 www.miamishoresvillage.com COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, —' '�+ / P��f (owner) described property: 2 Y!g At, 4 , hereinafter referred to as the Owner of the following S 33 /3 8 (lee 000. bra{.) Legal description/folio#: Lot 7 Block 3 'r Subdivision # 4 #: / Tax Folio #: Requestspermission to install: Asphalt, concrete, brick pavers ❑ Landscaping ❑ Other � ¢ � P, '7T- s Within the public road right of way of (address) IN CONSIDERATION of the approval of this permit by the Village, the owner agrees as follows: 1. To maintain and repair, when necessary, the above-mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or Dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and drsposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligations has been canceled by an affidavit filed in the Public Records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this day of e, C) 6 o8 .0Yz-) 2 'dam /.' owner) SIGNED, SEALED, AND DELIVERED in the presence �o /`„. P riln n ni ri is Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DS -11 -09 -1801 Work C!lassilica� t Issued Expires: Folio Number:1132060134180 Owner's Name: JOHN BERRY MAN III Job Address: 248 98 Street Miami Shores, FL 33138- Contractor(s) Phone Owner's Phone: (305)754 -1423 Total Square Feet: 2601 Total Job Valuation: $ 23,000.00 Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 11/4/2009 Comments: POOL DECK MUST BE AT LEAST 10 FEET FROM SIDE LOT LINE. SIDEWALK IN SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH NO OTHER PVEMENT ALLOWED MUST PROVIDE 5 FOOT SEPARATION BETWEEN HOUSE AND DRIVEWAY ONLY 4 FEET IS PROVIDED, ENSURE THAT THERE IS SUFFICIENT ROOM TO PARK 2 CARS WITHOUT EXTENDING OVER THE SIDEWALK WHICH IS PRIHIBITED DRIVEWAY FLARES CAN NOT EXCEED 2 FEET IN WIDTH Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C 1� Inspection Number: INSP- 137702 Permit Number: MC -3 -10 -393 Scheduled Inspection Date: December 21, 2010 Inspector: Perez, JanPierre Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments NC WORK FOR GARAGE ENCLOSURE AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 Inspector Comments Passed 1,1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 20, 2010 For Inspections please call: (305)762 -4949 Page 5 of 28 BUILDING PERMIT APPLICATION Master Permit No. FBC20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) `J Lik r vtkoc, l%` Phone # 3 0J" T O J Owner's Address 2-4 S N G 8 City (l&V1A% State c' Zip 33132 Tenantflisse - Name Phone # Email c.Y0 . 1 r l i t tom cc_ 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 Permit No. MC.,1 I Job Address (where the work is being done) Zak 5 14 Lam" 6C- '-' 1 ?O(7 City Miami Shores Village County Miami -Dade Zip 3 3 I 3 FOLIO / PARCEL # /(82-0 6 0 ( '3 y ' 8 Is Building Historically Designated YES NO 7" Flood Zone A) /14 Contractor's Company Name E- H Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) J`D1/4A, 61..(A., Phone # bS ex. (, Value of Work For this Permit Type of Work: ❑Addition Describe Work: Alteration Square / Linear Footage Of Work: [New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * *** Submittal Fee $ Notary $ Scanning $ Double Fee $ * * * * * * *F **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Training/Education Fee $ Radon $ Structural Review. $ 0 9 DPBR $ Violation date: Technology Fee $ Bond $ 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 promise in good faith that whose property is subject t for the first inspection inspection will not ndition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must copy of the notice of commencement and construction lien law brochure will be delivered to the person attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the and a reinspection fee will be charged Signature The fo day o ho is Signature er or Agent Contractor trument was ac o ledged ., ire me this The foregoing instrument was acknowledged before me this 2011U, by o it) day of , 20 _, by ersonally known to me or who has produce 9 who is personally known to me or who has produced entification and who did take a \path. as identification and who did take an oath. ti Y PUBLIC: l �s4 Q;1 �o,�� NOTARY PUBLIC: %� rw e� Q. �0 3, 04' jtit 4,v. Sign: • 4?" Print: ilk NOT Sign: Print: My Commission Expires: *, * * * ** * * * * *** * * *** * * * * ** * * * ** APPROVED BY My Commission Expires: * * * ** ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ant aminer Zoning (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Clerk checked >L Job Address: Contractor: BUILDING DEPARTMENT . tbOSO N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33136 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756-8972 Review Comments for Mechanical Processor I V * 194—Permit No: `G Phone No: Date: Revi ewer: V (P/7 Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and 1" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of .(show Notice to Homeowner) FBC -M 306.3. ( ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within I0' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 y) 23 Energy calculations Miami Dade Co my Ch ter 8 & FBC- 312.1 �r '/ 24 Other ' �/ v W(`�. Comment Sheet Mechanical Y (b1A 1 14 VLk Page of ____ 07 /0481.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date t,Q6 MECHANICAL CRITIQUE SHEET 11, !MON, tam, 'tv 411,60 0-1/ ami,J elef)4p___ \i,-4/1,ru t/(`I----01A.g4--L. Fx�sii� w�l- �eryq Neicitl_na) 111061-' �� e+- uJl le —3-1Apto erFTeilmv-, tt euJ ee.4 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: J - DATE,j ' [ ' 1 ADDRESS: 2-4 E (' 8 -lj 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 fora 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 that you 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.C.A and 'with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable 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- ilder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may a .s ; own contractor with certain restrictions even though I do not have a license. 2. 1 understand that building permits are not required tote signed by a property owner unless he or she is respons '. e 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 1 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. 1 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 Initial 4. I understand that I may build or improve a one family or two-family residence or a fans outbuilding. I may also b�+ prove a commercial building if the costs do not exceed $75,000. The building or residence meet be for my use or . M4 cy. It may not be built or substantially improved for sale or lease. If a budding 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 s :Ily 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 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. 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 be 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 wh4not licenses to perform the work being done. Any person working on my building who is not licensed must work under r. 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 9. 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 govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I 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 may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/ Mww. myfloridalicense .com/dbpr /oro/albtindex.htmi 11. I am aware of, and consent to; an owner - builder building permit applied for In my name and understands that I a legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the info have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who d e a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation ' ay 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 licensed 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 retumed 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 permitting agency is required when the permit is issued. Was acknowledged before me this 10 day of; , 20.10 1 r 2119 Produced there License or T ?Y] 9-010 'l 3 J 417 who was personally known to me or who has OW identification. NOTARY�� �S•�r'��3,�a . Att"-, cs0. 0.'13" lost' °bnnn � .3 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 10 /03/2010 Parcel Number Applicant 248 NE 98 Street Miami Shores, FL 33138- 1132060134180 Block: Lot: JOHN BERRY MAN III Owner Information JOHN BERRY MAN III 248 NE 98 Street MIAMI SHORES FL 33138 Phone (305)754 -1423 Cell Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: Approved: Yes Comments: Date Approved: 11/18/2009 : Yes Date Denied: Type Const: Wood Deck Classification: Residential Additional Info: Fees Due CCF Education Surcharge Permit Fee - Deck (wood) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $3.00 $1.60 $156.20 Pay Date Pay Type Amt Paid Amt Due Invoice # DGT -11-09 -36442 05/04/2010 Check #: 6747 $ 156.20 $ 0.00 $ 2,000.00 120 .07 AMOY Available Inspections: Inspection Type: Final Foundation Framing in Progress Ik In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 04, 2010 Date May 04, 2010 1 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 FBC 20 NOV 1 7. NB Permit No. C,CJr Ot_ 1,6aQ Master Permit No. Permit Type: BUILDING RO9IFING. Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 2-- se--- f City % % /,i /Lj tate FL Tenant/Lessee Name Email UU5 754 I *-z Zip 3 3( 3 Phone # Job Address (where the work is being done) (2- T N,--• f City Miami Shores Village County Miami -Dade Zip 3 3 13 FOLIO /PARCEL# /7 3 jD / C f 3 4 f 50 Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 5,e1(-- Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /1/ Type of Work: % ddition ['Alteration Describe Work: Square / Linear Footage Of Work: / $ []New ^ Repair/Replace ❑ Demolition * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tC��e Permit Fee $ C ��./`—'� CCF $ 1 Submittal Fee $ Notary $ Training/Education Fee $ V' 0 Scanning $ 00_ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Technology Fee $ 1' n Bond $ 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, C.ONSULT 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 approiy' a reinspection fee will be charged.. Th d , 20 �' e&i-A i li,t,l who is ersonally known tome or who has producedw �l�T•L' o 01 0 A • , NOTARY PUBLIC: Sign: Print: ntification and who did take an oath. My Commission Expires: r 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: cilpt:ZP4741* "CP I ,t111�1s�� Sign: Print: My Commission Expires:. ****'* ** ************* ****** ***** **'** *************************************** ******************************** APPROVED BY //aft-7 • Plans Examiner / C Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked VILLAGE OF 1 1ANII SDV kES OWNER BUILDER DISCLOSURE TATEMIINT DATE; 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 klIows you, as the owner of your property, to act as your own conntraotor 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 reaidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. 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 that you built for sale or lease, which is a violation bf this exemption. You may not hire an unlicensed person as k contractor. It is your responsibility to mike sure the people employed by you have> licenses rsquirgd by stag law.arid 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.LC.A and with - holdings tax and provide workers' eornpensation for that employee, all asprescribed by law. Your construction . • must comply with all applioable laws, ordinances, buildings codes and zoning regulations. Please red and initial each paragraph. 1. I hold.titie to the above property and I am planning on doing this cons c7,n Myself. Initial 2. I understand that as an owiner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days- will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit; Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department ,and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I. understand that the building official and inspectors are riot there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor di(putes with sub- contractors and myself must be handled in a civil court with the advice of axi attorney. The department will not mitigate any contract disputes. Initial i I 6. I understand that if I compensate any person or company for 4rk performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. tiitia1 7. I understan.d.'that if any person gets injured on my construction project —they are entitled to workmen's compensation.' Anil if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include kiss of wages durl'ng recovery from injury. Initial 8. T understand , that under state and local laws I can not do . any Bloc : cal, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. • Irjitial Was .acknowledged before me this day of 4A/ , 2009 BYL �l &111 rYnY0 Produced there License of " ` 5 n f � �' �' GV1 6as identification. who was personally known to me or who has NOTARY PUBLIC -STATE OF F^.ORIDA Cltudw y C,Jjllos r f Cog! jpp it/31)717923 a�oi � gpa te: Sfip. 23, 2011 411,6tme eex vs ea,, arc. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137698 l'640 Permit Number: EL -3 -10 -392 Scheduled Inspection Date: December 21, 2010 Inspector: Perez, JanPierre Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments ELECTRICALWORK FOR GARAGE ENCLOSURE AS PER LETTER FROM HOME OWNER, OK TO EXTEND THE PERMIT 60 DAYS. 9/23/10 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comm December 20, 2010 For Inspections please call: (305)762 -4949 Page 4 of 28 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 248 NE 98 Street Miami Shores, FL 33138- 1132060134180 Block: Lot: JOHN BERRY MAN III Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: ELECTRICAL Additional Info: GARAGE ENCLOSURE Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $225.00 $3.00 $0.80 $229.60 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -3 -10 -37261 05/04/2010 Check #: 6747 $ 229.60 $ 0.00 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 04, 2010 May 04, 2010 Date 1 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 FBC 20 Permit Type: ELECTRICAL Owner's Address 46 N 1`- Owner's Name (Fee Simple Titleholder) V City L&k l6stAL. 1As' tate Tenant/Lessee Name Email Permit No. �— lo-Na Master. Permit No. r Kt JAAA- Phone # 30' 481,23. Zip 5313 Phone # Job Address (where the work is being done) Z. k E E b {tk-- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # / ( 3 2- 0 (2 D 13 if , 230 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Zip 54- Go Flood Zone Phone # E -mail Architect/Engineer's Name (if applicable) dO 7 im,li u -Phone # � I Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: teration 3v5 q-8(ok Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition 1�. ['New rig 6-_-- 2Ta'r- V1/41-1""r ******** * * ** ** ** * * * * * * * * * * * * ** * * * * * * * ** Fees. * ,� ** * *** * * (** * ** * * * * * * ** * * * * * * * * * * * * * * * * * ** C Submittal Fee $ Permit Fee $ !i �� / CF $. (QC Notary $ Scanning $a-r0 Radon $ Double Fee $ Structural Review. $ Total Fee Now Due $q -(0,00 Training/Education Fee $C J .a 9 DPBR $ Violation date: CO /CC $ Technology Fee $ 0 _SC) Bond $ 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 MR 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 app # r ' - e ' nd a re- inspection fee will be charged. Signatur �� Signature er or Agent Contractor The foreg 'gins + +- + ent was ac wledged �, e}fooree me this The foregoing instrument was acknowledged before me this day of � if � 6 20 l 0, byJ o ; 7C� t 0 V ,III day of , 20 , by who is :,nail known to me or who has produced VR.----1 who is personally known to me or who has produced NOT Sign: Print: My Commission Expires: fication and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * * * *% +VPp Sign: Print: My Commission Expires: ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii/4- Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No:49- Job Name: Xn7'''� ` ,-29n /0 Av Page 1 of 1 ELECTRIC Critique Sheet �-i,� � A e. /k 77 ECGufz , 4' // d-iz /O Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 Permit No: 09- Job Name: tho , 20 r {� Miami Shores Village Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 f-0/2- //- l=am t` C ?‘')/7- vePT 5,(41` el teeT' !Cfnatie ikAt0titi Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305- 795 -2204 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: (-10h/vv DATE: g r t 0 °) ADDRESS: zY / fi r r M G 6 t iL 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 fora 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 budding 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 build'mg you have built yourself within one year after the construction is complete, the law will presume that you 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.C.A and with-holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply With all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires constriction to be done by a licensed contractor and have applied for an owner -b ilder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, ma y 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 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 perm t I understand that I from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name i name. I also understand that the contractor is required by law to be licensed in Florida and to list his or fi permits and contracts. Initial tie for the protect myself tead of my own bars on 4. I understand that I may build or improve a one family or two-family residence or a farm. outbuilding. I may o +uild or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use d occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or subs , . improved myself is sold or leased within 1 year after the construction is complete, the law will presume that 1 bu t ' ., rntially improved it for sale or lease, which violates the exemption. Initial ITV /41 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 / y building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law an . by cou or municipal ordinance. Initial 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 be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or ployees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am wil II a +rig 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 ': /not licenses to perform the work being done. Any person working on my building who is not licensed must work under my 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 compensati for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide b laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I 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 1 may, co the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvtloridalicense.com/dbor/orolcilbiindex ;u Initial 11. I am aware of, and consent to; an owner- builder building permit applied for In my name and understands that 1 am the, legally and financially responsibl for the pro construction activity at the following address: Z4 e Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information 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 dot have a license, the Constr4uction Industry Ucensing 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 licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signet by the property owner and retumed 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 permitting agency is required when the permit is issued. Was acknowledged before me this 10 day of )/C)1 , 20 (0 BynIUY'' �iro() III Produced there License or 'V dim Ar A WNER who was personally known to me or who has identification. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 105796 Permit Number: EL -2 -09 -174 Inspection Date: March 12, 2009 Inspector: Devaney, Michael Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: YORK ELECTRICAL CONTRACTOR CORP. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number (305)754 -1423 Parcel Number 1132060134180 Phone: (305)345 -5212 REPLACE INSIDE PANEL 200 AMP 120/240 VOLTS AND REWIRING ALL HOUSE. ALSO REPLACE ELECTRICAL SERVICE UP TO 200 AMPS 120/240 VOLTS. 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 March 11, 2010 Page 1 of 1 KNEZEVICH ASSOCIATES Client John Berryman CONSULTING ENGINEERS Project Name: Tel: 954.821.6933 Fax: 954.452.7960 Address: 248 NE 98th Street Miami Shores, Florida 33138 C:%.CtentaMnd Load Cal«aanonstfAACE7-08 wi iA GLAZING DESIGN WIND LOADS ASCE 7-05 DESIGN WIND LOADS COMPONENTS N CLADDING VERTICAL SURFACES Basic Wind Speed, V s 146.0 , m.p.h. (3 sec peak gust) Exposure Category= C Enter B. C, or D Importance Factor, I = 1.00 Non.essentlai facilitlescI.0; Assemblylessentlei flacilttiescrl.15 Effective Wind Area= 9.6 sq .(10sgftorksspovidesmaxloads) Mean Roof Height = 13.1 ft. Risef12° of Run = 3.13 inch Rf Slope (deg) = 14.60 84= 10 reduces load, • 10 provides max load Smallest Side of Bldg. = 40.0 feet Internal Pressure, GCpi is 0.18 0.18 for enclosed structures, 0.65 /Dr partially enclosed structures Topographic Factor, Kzt = 1.00 For non hliy areas Directionality Factor, Kd = 0.85 0.85 for rectilinear structures and ASCE load factors, 1.00 for rectilinear structures and ASCE load factors with 33% Increase In allowable stress Positive GCp 4,5= 1.0 Negative GCp (4) _ -1.1 Negative GCp (5) _ -1.4 q= 0.00256* KZ *K„ * Kd 4I *V' p= q'(GCP -GC m) BUILDINGS LESS THAN OR EQUAL TO 80 FEET DESIGN WIND LOADS (PSF) 148.0 MPH Exposure C MEAN ROOF HEIGHT (FT) POSITIVE Zone4 & 5 NEGATIVE Int Zone (4) NEGATIVE End Zone (5) 13.1 48.5 -50. -022 1. Wind loads are determined in accordance with ASCE 7-05. 2. Wind Icad calculations are based upon a mean roof height of 13.1 It. Contractor shall verify mean roof height In field and notly Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional eying. 48.5 psf Positive -50.4 psf Negative interior -62.2 psf Negatve•End 4. This document shall be used for determination of wind loads only. Component Installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5. End zones for this instillation are the area within 4 feet of the etterlor comers of this building. 8. This document shelf be valid only when there appears an orlghrel signature, date and embossed and V. J. Knezevich, P.E. 21-Jan V. Jo . P.E. FL License 810983 Knezevlch Associates PL COA 27989 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE 215202 Important; Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28, 2009 Al. Building Owner's Name John and Beth Berryman A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 248 N.E. 98th Street State Miami Shores, Florida A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) All of Lot 7 and the West of Lot 6, Block 31, AN AMENDED NO. 1, P.B. 10, PG. 70, Miami -Dade County, Florida. Residential A4. Building Use (e.g., Residential, Non- Residenti I, Addition, Accesso , etc.) Latitude/Longitude: Lat. �1-/'$ -7 Long. ° 93-2 171,41 Horizontal Datum: 0 NAD 1927 X NAD 1983 ZIP Code 33138 PLAT OF MIAMI SHORES SECTION A6. Attach at least 2 photographs0 the building if the Certificate is being used A7. Building Diagram Number A8. For a building with a crawl space or endosure(s), provide: a) Square footage of crawl space or enclosure(s')` / ss2- , ft b) No. of permanent flood openings in the crawl space or ,p enclosure(s) walls within 1.0 foot above adjacent grade ✓� c) Total net area of flood openings in A8.b sg in to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attadh$d garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings In A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Miami Shores /120652 B2. County Name Miami -Dade B3. State Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7 -17 -95 3 -2 -94 X Not Available B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Describe) BI1. Indicate elevation datum used for BFE in item B9,:.124 NGVD 1929 0 NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ] No Designation Date N/A 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* E I Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g Flow according to the building iagram sped in Item A7. Benchmark Utilized -.3 7 7 �1�����/; DOS Vertical Datum N. G. V.D. 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) �4 17 feet b) Top of the next higher floor ri Fi feet c) Bottom of the lowest horizontal structural member (V Zones only) //:� • feet d) Attached garage (top of slab) 9. feet e) Lowest elevation of machinery or equipment servicing the building 70,2±2.1,E1 feet (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 9) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) feet 0 meters (Puerto Rico only) feet 0 meters (Puerto Rico only) 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. II /understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. I% 1 Check here if comments are provided on back of form. Certiffer's Name FRANCISCO F. FAJARDO Title PROFESSIONAL SURVEYOR Address 359 ALCAZAR AVENUE Signature Ucense Number #4767 Company Name & MAPPER LANNES City CORAL GABLES, Dato AND GARCIA, INC. State ZIP Code FLORIDA 11114 Telephone 305 - 666 -7909 PLACE SEAL HERE 7 FEMA Form 81 -31, February 2006 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. 248 N.E. 98th Street City State Z Miami Shores, Florida 331381P code SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentc ompany, and (3) building owner. Comments c Z — �r G / e) Oyo f - o fC,e➢. C C-- ���f°� ®4„' // .3 ,/ //- ?/ Signature Date 7 2 — 2.,:::„.,7 ❑ Check here if attachments SE TION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 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, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in SectiquA Items 8 or 9 (see e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet u meters above or Lbelow the HAG. E3. Attached garage (top of slab) is ❑ 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. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's 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. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and paled 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 AO. 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 ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Protect Name: John Berryman Residence Builder Name: Behar Construction Street 248 NE 98th Street Permit Office: Miami Shores Village City, State, Zip: Miami Shores , Fl , 33054- Permit Number: NA Owner: John Berryman Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single-family 3. Number of units, if multiple family 2 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 270 7. Windows Description Area a. U- Factor: Sgl, U=0.33 40.00 f12 SHGC: SHGC =0.28 b. U- Factor. N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 270.00 f12 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =6.7 390.67 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R =30.0 270.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts - None (Baseline assumed) a. Sup: Interior Ret: Interior AH: Sup. R= 6, 54 ft2 12. Cooling systems - None (Baseline assumed) a. Central Unit Cap: N/A SEER: 13 13. Heating systems - None (Baseline assumed) a. Electric Heat Pump Cap: N/A HSPF: 7.7 14. Hot water systems - None (Baseline assumed) a. Electric Cap: N/A EF: 0.92 b. Conservation features None 15. Credits WHF, Pstat Glass /Floor Area: 0.148 Total As -Built Modified Loads: 8.35 PASS Total Baseline Loads: 9.92 I hereby certify that the plans and specifications covered by this calculation are in complian - _,nth the Florida Energy Code. 10 v PREPARED BY' Review of the plans and - specifications covered by this `'Q 1 calculation indicates compliance row „`T` ~ *ti' �r ,� yt with the Florida Energy Code.�k t a °r i Before construction is completed n ry , %, DATE: = -` ��,'0 ® �for 55; this building will be inspected / compliance with Section 553.908 °. * Florida Statutes. *e`+ BUILDING OFFICIAL' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT' DATE' DATE' 2/26/201011:55 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: John Berryman Residence Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 270 Lot # Owner John Berryman Total Stories: 1 SubDivision: # of Units: 2 Worst Case: No PlatBook: Builder Name: Behar Construction Rotate Angle: 0 Street 248 NE 98th Street Permit Office: Miami Shores Village Cross Ventilation: No County. Miami -dade Jurisdiction: 232600 Whole House Fan: Yes City, State, Zip: Miami Shores , Family Type: Single- family Fl , 33054 - New/Existing: Addition Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 174.833 ft 0 270 ft2 1 0 0 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Wood shingle 285 ft2 0 ft2 Light 0.96 No 40 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 270 ft2 N N CEILING ✓ # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 270 ft2 0.11 Wood WALLS Sheathing Framing Solar Cavity S R Value Fraction Absor. �/ # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 6.7 32 ft2 0.06 0 0.7 2 S Exterior Concrete Block - Int Insul 6.7 128 ft2 0.06 0 0.7 3 E Exterior Concrete Block - Int Insul 6.7 54.67 ft2 0.06 0 0.7 4 W Exterior Concrete Block - Int Insul 6.7 176 ft2 0.06 0 0.7 2/25/2010 8:29 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 W Insulated Metal 0.28 20 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Wood Low-E Single Yes 0.24 0.29 Y 40 ft2 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING — Forced Ventilation — Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00050 354 8.74 19.4 36.6 0 cfm 0 cfm 0 0 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return — Air Percent V # Location R -Value Area Location Any Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 54 ft2 Interior 14 ft2 DSE =0.88 Interior 0.00 cfm 0.00 % 0.00 0.00 TEMPERATURES Programable Thermostat Cooring RI Jan Heating Jaen Y Ceiling Fans: Jul tiii Aug 7C Feb pC MMaar r (X Apr [X May lil Jun PX Jul Aug C Sep pX Oct rov o [X D 2/25/2010 8:29 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/25/2010 8:29 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 1 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 248 NE 98th Street Miami Shores, FI, 33054- PERMIT #: NA INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHCK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors NI106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI 106.AB.1.2.4 Type IC rated with no penetrations, sear; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. J Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI 12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI 112.AB.2.3 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 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. J Insulation NI104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 2/25/2010 8:29 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 248 NE 98th Street, Miami Shores, FI, 33054- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Bderior R=6.7 390.67 ft2 b. N/A R= ft2 3. Number of units, if multiple family 2 c. WA R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 270 a. Under Attic (Unvented) R =30.0 270.00 ft2 b. WA R= ft2 7. Windows** Description Area c. N/A R= ft2 a. U- Factor. Sgl, U =0.23 40.00 ft2 SHGC: SHGC =0.29 11. Ducts - None (Baseline assumed) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Sup. R= 6, 54 ft2 SHGC: 12. Cooling systems - None (Baseline assumed) c. U- Factor: N/A ft2 a. Central Unit Cap: N/A SHGC: SEER: 13 d. U- Factor. N/A ft2 13. Heating systems - None (Baseline assumed) SHGC: a. Electric Heat Pump Cap: N/A e. U- Factor. N/A ft2 HSPF: 7.7 SHGC: 14. Hot water systems - None (Baseline assumed) 8. Floor Types Insulation Area a Electric Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 270.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits WHF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauget USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U- Factor. Sgl, U =0.23 SHGC: SHGC =0.29 b. U- Factor: WA SHGC: c. U- Factor: N/A SHGC: d. U- Factor: WA SHGC: e. U- Factor: WA SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. WA 248 NE 98th Street, Miami Shores, FI, 33054- Addition Single - family 2 2 No 270 Area 40.00 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 270.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. WA d. N/A 10. Ceiling Types a. Under Attic (Unvented) b. WA c. N/A Insulation R= R= R= Insulation R =30.0 R= R= 11. Ducts - None (Baseline assumed) a. Sup: Interior Ret: Interior AH: Sup. R= 6, 54 ft2 12. Cooling systems - None (Baseline assumed) a. Central Unit 13. Heating systems - None (Baseline assumed) a. Electric Heat Pump 14. Hot water systems - None (Baseline assumed) a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Area 390.67 ft2 ft2 ft2 ft2 Area 270.00 ft2 ft2 ft2 Cap: N/A SEER: 13 Cap: N/A HSPF: 7.7 Cap: N/A EF: 0.92 WHF, Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for 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 energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge10 USA - FlaRes2008 Taco Load Program Project Input Data 02/25/2010 Project: John Berryman Residence Project Information Project Title: John Berryman Residence Address: 248 NE 98th STreet City: Miami Shores State: FI Zip: 33138 Comments: Engineer: Carlos Rodriguez Address: 12735 SW 42nd Terrace City: Miami State: FI Zip: 33175 Comments: Client: Isaac Behar Address: 1110 SW 110 Court City: Miami State: FI Zip: 33174 Comments: Project Weather Information Nearest Climatological Location: State: Florida City: Miami AP (S) Latitude: 25.80 Cleamess Factor: 1.00 Elevation: 7 Outside Design Temp Cooling: Dry Bulb °F 91.0 Wet Bulb °F 77.0 Daily Range °F 15.0 Winter Dry Bulb °F 20.0 Outside Design Temp Heating: Dry Bulb °F 44.0 Taco Load Program Building Input Data 02/25/2010 Project: John Berryman Residence Design Conditions Cooling Inside Cooling Dry Bulb ( °F) Inside Cooling Rel. Hum.( %) Cooling Air Temperature Difference ( °F) Cooling Hydronic Temperature Difference ( °F) Building Data 75.0 50 20 10 Wall Height (ft) Hour Average (hr) Supply Air Min. (cfm /ft2) Supply Air Min. (AC/hr) Infiltration Summer AC (AC /hr) Summer Diversity Winter AC (AC /hr) Winter Diversity Diversity Factor 1.00 1 1.00 1 Lighting Equipment People 1 1 1 Design Conditions Heating Inside Heating Dry Bulb ( °F) Heating Air Temperature Difference ( °F) Heating Hydronic Temperature Difference ( °F) Design Loads 72.0 50 10 10.0 People Sensible (BtuH) 2 People Latent (BtuH) .00 People / Area (ft2) 6.00 Max. People Equipment / Area (W /ft2) Lighting / Area (W /ft2) Ventilation 250 200 100 1000 1.20 1.50 % Fan Flow / Person AC Flow /Area 0 20.00 1.00 .20 Taco Load Program Master Data Input 02/25/2010 John Berryman Residence Master Walls Wall ID Description U Value Decrement Time Lag Color Below Grade BtuH /ft2 °F Heat LossBtuH /ft2 Wall 100 Master Roofs .129 0.64 5.11 L Roof ID Description U Value Decrement Time Lag Color BtuH /ft2°F Roof 100 Master Floors .043 0.82 4.85 L Floor ID Description U Value Space Below Space Below Slab Below Grade Slab On Grade BtuH /ft2 °F Temp Summer °F Temp Winter °F LossBtuH /ft2 LossBtuH /If Floor 100 .100 75.0 72.0 Master Partitions Partition ID Description U Value Uncond. Space Uncond. Space Temp Summer Temp Winter Master Windows Window ID Description Height Width U Summer U Summer U Winter Shading Shading Shading ID No Shading Shading Coeff. Glass Coeff. Glass ft ft BtuH /ft2 °F BtuH /ft2 °F BtuH /ft2 °F No Shading Inside Shade Window 100 5.00 19.50 1.030 1.030 .950 1.00 0.36 Shading 100 Window 101 6.60 11.80 1.030 1.030 .950 1.00 0.53 Shading 100 Window 102 6.67 22.34 1.030 1.030 .950 1.00 0.45 Window 103 6.67 6.37 1.030 1.030 .950 1.00 0.53 Master Shadings Shading ID Overhang Fin Left Fin Right Above Beyond Beyond Depth Above Beyond Bottom Depth Above Beyond Bottom Depth Top ft Left ft Right ft ft Top ft Left ft ft ft Top ft Right ft ft ft Shading 100 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Shading 101 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Taco Load Program Project: John Berryman Residence Apartment Design Conditions Cooling System Input Data 02/25/2010 Inside Cooling Dry Bulb ( °F) Inside Cooling Rel. Hum.( %) Cooling Air Temperature Difference ( °F) Cooling Hydronic Temperature Difference ( °F) Building Data 75.0 50 20 10 Wall Height (ft) Supply Air Min. (cfm /ft2) Supply Air Min. (AC /hr) Infiltration Summer AC (AC /hr) Summer Diversity Winter AC (AC/hr) Winter Diversity Diversity Factor 1.00 1 1.00 1 Lighting Equipment People 1 1 1 Design Conditions Heating Inside Heating Dry Bulb (°F) Heating Air Temperature difference ( °F) Heating Hydronic Temperature Difference ( °F) Design Loads 72.0 50 10 10.0 People Sensible (BtuH) People Latent (BtuH) .00 People / Area (ft2) 6.00 Max. People Equipment / Area (VV/ft2) Lighting / Area (1N/ft2) Ventilation 250 200 100 1000 1.20 1.50 % Fan Flow / Person AC Flow / Area 0 .00 .00 .00 Taco Load Program John Berryman Residence System Results 02/25/2010 System Apartment TYPE: Constant Vol PEAK LOAD occurs at 5 PM, July Heating for 44 DB and 0 WB OSA Window Transmission Window Solar Wall Transmission Wall Solar Roof Transmission Roof Solar Partition Floor Infiltration Lights People Equipment Sub Total Safety Factor Total Ventilation COOLING LOAD Sensible Latent 5290 19771 606 520 1119 2478 0 0 954 2158 9509 750 600 1229 0 42226 2758 0 0 42796 2758 0 0 To RA 0 0 0 0 0 0 0 HEATING LOAD Losses Int. Gain 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To RA 0 0 0 0 0 Total 42226 2758 0 0 0 0 General Area (ft2) 1859 Volume (ft3) 14873.0234375 Sensible Heat Ratio .94 Loads Cooling Total Load (BtuH) 44983 Total Load (BtuH/ft2) 24.2 Total Load (Ton) 3.7 Total Load (ft2iTon) 496 Heating 0 .0 Flows Water (gpm) Air Sm Rm Peaks (cfm) Air Room Peak (cfm) Air Room Peak (cfm /ft2) Air Room Peak (AC/hr) Return Air (cfm) Exhaust Airflow (cfm) Infiltration (cfm) Ventilation (cfm) Cooling Heating 9.0 .0 1920 0 1920 1.0 .0 8 0 1920 0 62 0 0 FN 4.7:4,-;e7 '114 ... t p410p tc �taE° Ofd iA , s Q9 ¢, ,lC,es 23- 65 . m N so N 0 c.Vo !lit SGtlX 2-r a eta r ct. z. (1- P 1-42/7 e_, T 33.2 cc t32rc. s L 7',OC7' 570 1) P4 n-k- F Page 1 of 2 Fgo Datt.t, d/oL� y• c7 a ad yt .9 g 5 4 ,L ,4 7- /c't✓ This property described as: All of Lot 7 and The West 2 of Lot 6, Block 31, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of M /9■91- Dade County, Florida. NOTE: // L.F. ELEV. = 0' /' 34 denotes lowest habitable floor elevation. Elevations shown refer to N.G.V.D. 1929. Lowest Adjacent Grade Elev. = 9.60 B.M. # 44-34/7--R. ELEV. = /o ( "A ,p ,p6- COUNTY) Garage Elev. = 2'7® E.R.P. °9.60 MERIDIAN. BEARINGS, IF ANY SHOWN, BASED ON PROPERTY OF: John and Beth Berr an Not valid unless embossed with Surveyor's Seal. 248 N.E. 98th Street, Miami Shores, Florida 33138 A BOUNDARY SURVEY i hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors pursuant to Section 472.027, Fla. Statutes. There are no encroachments, overlaps, easements appearing on the Plat, other than as shown hereto. Fla. Reg. Land Surveyor NoAC:511 M DATE SCALE 7-20-/z1 / � o PROFESSIONAL SURVEYING AND MAPPING LANNES. & -GARC /A, INC. LB 2098 FRANCISCO F. FA1s4RDO PSM x&4787 359 ALCA7AR AVENUE, CORAL GABLES, FLORIDA 33134 PH X05) 666-79O8 FAX (30t9 0 594ge 5 -23 -07 Recertified, Cert 6 -I9 -09 Recertified. fied To and Names revised. 76 7 9 -3 -09 Elevations/ x.49 fix? DRAWN BY 76 7 DRWG. NO 192 -7913 210759 215202