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680 NE 97 St (5)PROPERTY OWNER Name a\o -etr\-- b ' t . ' - aVrR-- Addr �� O /\, q 2 Sk Nome Telephone 'c c.„ -7 s (_ ea� `` c Business Telephone 1. — _1113 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION ,Job Address: F q r 5r Address Apt. State Zip Folio Number escription of Work Qt v,r.n.1 -e,. 't`‘ c‘1--0 •n ■c. t\ ) . d d■ V d r CrN Lot Block e n c \ 0 ces C Gtr vt“ r-\-- Subdivision PB PG Zoning Linear Feet Current Use of Property R i c4D r ■ s co p y Square Feet 2 ocp Units Floors Proposed Use of Property 5 G m -C.. 2Value of Work U Y Bldg Value Tenant Information Tax Assess Appraised Value Flood Zone X Base Floor Elev. 5' a 6 0 Ye craw, �► r-o ARC Name Licens Telephone PERMITC GE (✓) Chg. Contractor Renewal Revision Extension Supplement Reinspection Telephon Telephone PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Fax Master Permit No. Subsidiary Permit No. N'\∎ S\vat ' City CONTRACTOR Name License No. Address Qualifier Name PERMIT APPLICATION Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 °' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochltre at Village Hall on Construction Lien Law and Choosing a Contractor. ST r OF FLORI fl A, C • UNT ' • F MIAMI -DADEJ ature of N Signature ?S 1 �ri;.• a Print Name •, and su b e..me this ,4 Swo / . L i , i SEAL: ry Public - tate o Florida STATE OF FLORIIi COUNTY OF MIAMI -DADF U ; . >, a PERMIT APPLICATION \s ue, ignature o o ctor / Qualifier " ✓ 8 3 c SEAL: Prig[ Rama- v , Swor tnand subscribed trefore me • • . Signature of Notary Public - State of Florida n - a of _�= ornCIALt s ai. p-�Y Ptia ANGELA M BE cll Personally kno OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TN PE Minimum Fee Q.T.y. Typ Dryer QTV Tvi'i: Outlet, Appliance QTY. TYPE Service Repair .I .}. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New 'MECHANICAL TYPE Minimum Fee QTY. Tl'PE Condensate Drain QTY. TYPE. Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY r. DA Zonin • /W1 it/ :.'/ Electrical Z,41= I nalMa Mechanical MIIIIIMINICIPM Plumbing IIIE `M IFIEM1 Fire Public Works Structural I MIIIF%/`j � Building Official V Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ LO'D $3 0© $ 5, 06 $ Notary $ v ( x .ft. x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) rel\ - SO.00'SIN 1 N TOTAL $ 131 o REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL -� • 02, t- �vt 0) i�4 uo i�� '�. f d ti, i-c # 1- S Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL ° (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1849 0 Printed: 10 /30/2002 Applicant: ROBERT Owner: FRAME JOB ADDRESS: 680 NE 97 Contractor CN) Local Phone: Parcel # 1132060171610 ROBERT H. FRAME ROSALIND S. FRAME 680 NORTHEAST 97 STREET MIAMI SHORES, FL 33138 -2471 AMTRUST BANK a division of Ohio Savings Bank, payable through Ohio Savings Bank Cleveland, Ohio Hie V \ 1:24 L0704334 4 ?7 2003355511' 11:11? Building Permit FRAME ROBERT ST Contractor's Address: Page 1 of 1 Legal Description: 6 53 42 MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 1 & 2 BLK 100 LOT SIZE Fees: Description Amount FEE2002 -6120 Buildier's Bond $300.00 FEE2002 -6121 Building Fee $430.00 FEE2002 -6122 CCF $16.80 FEE2002 -6139 Radon $5.00 Total Fees: $751.80 Total Fees: $751.80 Total Receipts: $0.00 LO VI 47°' Construction Value: $28,000.00 Permit Status: Approved Permit Expiration: 4/27/2003 Work: Remove kitchen wall, add proch enclose carport If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 1017 6- 7043/2410 47720 acct X6100 Not Valid For ss Than $200.00 equipment or device described in the application herefor in strict compliance with all ith any plans, drawings, statements or specifications that may have been submitted to lot done in compliance with such ordinances or if the plans are changed without Or or builder named above assumes the responsibility for a thorough knowledge of the is or in the statements or specifications and that he assumes responsibility for work done compliance with all ordinances and regulations pertaining thereto and in strict conformity s Village. In accepting this permit I assume responisibility for all work done by either BY: BY: 9JI'�DING PFIRI T /czNrACrORS RMIST2ATTC`i C- C:py cf STATE OFRIDA AND DADE OCUNPY C PEIE'4C° LI EUiLDING l��W 0: LCO50 N. 7 . = A.V (3051 7 5 -_?0: :: (239) _ - ?° - SOU _CATION (DER) :_ STATE REGISMATT_ON Copy of =rent nt CCCUPATICNA.L LICENSE !I-cm count: or ffunic :_a13t/ where. us:tress is located. - Certificate of tr.sur nce for r.TAr.r (a.^ - =ss ,.^ Miami Village). Certificate of Insz for KER'S C (addressed tc wig ShoresVillage) or if exemat. State of Florida LES. Form BCM -204, Construct on ^:st_ Notice of Election to be Exempt. - PLEASE SUBMIT c.._ ' rt:E - COED OFF • • Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings sicced and sealed by registered architect or J engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address Amended plans, in addition to the above, auist also include the permit number. Structtsal Cal Illation signed and sealed b a=te? tot c_ engineer when applicable. Current fi Substantial Improvements Ch Four sets of energy calculations, signed and sealed sets of signed & sealed Try Plans (Fr i; .- - -). LADE County or State of Florida sheds, Windows, exterior /garage_ . osures shutters awnings, s Approvals from HRS, DADE County Impact Fee Secticn, Fire Department a Health Department (when applicable). DEM Warranty Deed or Other Proof of Ownership if necessary. SCuc.Luid1 Review fee y of the property. I f El Notice of Commencement an signed and sew . sealed by (contractor c; owner) . . Pr•°t� � - is for roof materials, um .doors, aluminum carports, screen. k yLi ts, french 'tors and etc. 68 Or\iVr1,4 continue the permitting process. Signature Alia Am, S - kr,:71/illa r BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE 1305) 795.2204 FAX 1305) 758.8972 RECEIPT J• ( I, contractorlowner, picked upsets of plans for ( address) from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and. Zoning to _ - ta m PRODUCT CONTROL NOTICE OF ACCEPTANCE T.N1. Window & Door Co. 601 V.W. 12th Ave. Pompano Beach FL 33069 CDNTRACToR L:CiNSING (30!) 271.7.!27 FAN .10):.73-:,!3 CONTRACTOR ENFORCEMENT SEcilOs. i3D11 3 PRODUCT CO'TRcL Your application tbr Product Approval Of': .3 ,103. 37: DIY!SIO• Series 230 Outswing Alum. French Door iv/Sitiellies(reinforced dnder Chapter 8 or the Code of Miami-Dade Count:, ;;Qvcrnin; the use ot4.ltcmate Construction and completely described herein. has ben re:ornmencied for acceptance by the 7 C Buildinc. Code Compliance Ortice (BCCO) under he conciltions Peit here:). ' aPP ShZil not be valid aft.: !he expiration (late staPe3 ECCO resers: !he : I or Mater131 anvome ton) :obsite or in.lnufac:Lires pu:ini !or •_ :•Jnrrol Ne:31:r1.: !! prod u,n or matenai talk No pern1 in the JC0I'Llvta n:: e. 0;t';./0 prOdUC: or Pinter:31 'mmedie ccc ;t:e re'. C:i :114E Li Li t .:ode mined BCCO that this produc: or J1 111 11 llr 1 7 3: ;-,e tv.pens 0 UCh teSZirlo he inc...trre:i :!1c.nz.nutacLIN:!' AcoeprAnce ;No.: 99- 0902.02 Expirei:06/29/20V Ti-JS Is This application for Product ...porovni has been reyit: by the 9 C.. C ant:: trr b the 131.111j1:1 C.C•dt• PrOdUC: Review Committee to be usea in Dade County. Fic; :Rider the conditic..1% forth A P P r o v c d :0 6/ 29/" 0 00 NIIANII-DADE COUNTY. F:ORIDA METRO-DADE FLAC., EU:LDiNf THE (- OYU:SHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND CONDITIONS BUILDINC CODE & PROIXCT REVIEW CONMITTEL III Internet mjil address: postmostergbulldingcodeonline.com 11-27-00 13:00 TO: . ■ ,/ 4,4Z/j 1 4 1 . 1 4 4j 3i4 1 .. 1 of Code Compli;tr.;:c FROt1 : BUILDING CODE COMPL1ANCF. ME7RO•DADE FLA.(.31.ER. 140 WEST F1-AGLER STREET. SLATE :6C FLOP.MA r20!)37-91 FAX . : • :X.- j • A . • // R oun tie: C. •rooLic! i_ontrot •: HomepJgt: F 1 • • • r1u $1 , L_1 1 : Iyl . V T M. Find w & Door om any 5.1 11 - 27 - 00 13:01 TO: ACCEPTANCE No.: 99- 090,02 APPROVED) c:cr1RC3 FROM: • LlI . 0 2000 • JUN 4 „r 2OCCJ NOTIC>r OF ACCEPT4 E. SP IFI C N ITt�t 1 . SCOPE 1.1 This approves an aluminum outswine French door, as described in Section 2 of this Acceptance, designed to comply with the South Florida Building Code (SFBC), 1904 Eb di i li or Miami -Dade County, for the locations where the pressure requirements, as de:erminedySFBC for Chapter 23, do not exceed the Design Pressure Rating values indicated in the a pproved dr,;tvir PRODUCT DESCRIPTION =• 1 The Series 230 Outswin g Aluminum French Door shall be w; Sidelites (Reinforced) and rt ; :ri m •-, -. constructed in strict compliance with the _ " e t= ' titled "SeriCs 230 through 9 following �QCUrt7C�t"' tr . sign 0 F lch Door - ' She,:_; :fit 9 dated i 0 -2 1 -99 `vi,e ;'� f A 9 - t ea and sealed by . , late revised on U4- �`!?•• -, -, Ballard L. - roi approval s " i5 P F.. bearin the Miami 4see County Product Lc .ru ramp with the Notice of .A ceptan•ce :o number a ap rova.i :y County Product Control Division. ,.. !✓• date b�: the n :.t,a, �;;�,� :Counn� These documents snail here : na fte- b, fe e i . e r c. : r :.1 as the apprr�\ ._ 3. LIMITATIONS . l This 'ppro. al •rupe �� Tarr or to singie unit applicatio f Ciite as snow �.f Qoo,s end single door ,v ith •vr .vrthGUr re:illJrce_ leaf _ this approval F n in approved drawl/111, �uri dc;'?r ilnit Snail int:ludc all .brTibu.rie:lt, ie .SC, in !hr i• INSTALLATION 4.1 The aluminum out swing Frenc.i vovra and it_ Qdrnp*nen:.: shall be instilled in .vith the approved drawings. 4•: Hurricane .I system. potection system (shutters) the Installation o! this uni protects icahe LABELING Each unit shall bea a permanent label with the manufacturer's name or logo, city, state and statement: "Miami -Dade County Product Control Approved ". Following / 6. BUILDING PERMIT REQUIREMENTS 1_I, f �rY rlrr lflAR rG uullaing permit shalt be accompanied. b∎ :boles ot'the follow'f 6.1.1 % This Notice of Acceptance 6.2.2 replicate copies p es of the approved drawings, as identified in Section ? of this Notice of Acceptance. 6.1.3 clearly marked to show the components se!ect,r1 for the proposed installation, An y other documents required by the Buildin_ O in order to properly Official or the South Florida Building. Code (SF'.[: p peily evaluate the installation of this system. fs i,�c 1. L6 !� !shad!. Chanda, P.E. Product Control Examiner Product Control Division 2of3 • • T. M. Wind w & Door C ote anv 4 ACCEPTANCE No.: 99- 0902.02 APPROVED ; JUN 2 9 2000 EXPIRES ; JUN 2 9 2003 NOTIC OF AC EPTANCE: T NDARD NDITi NS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original 'submitted documentation, including test supporting data, engineering documents, me no older than eight (8) years. 7. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami - Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: by The product is no longer the same product (identical) as the one originally approved. c) if the. Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product. d) The engineer who originally prepared, sieved and scaied the requircd'docamentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal anus Acceptance: a) Unsatisfactory performance of this product or process. b} Misuse of this Acceptance as an endorsement of anv product. for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. 11 -27 -99 13 :91' TO: Ist,kc \, L JL Ishaq 1. Chanda, P. E., Product Control Examiner Product Control Division END OF THiS ACCEPTANCE 3 ot'3 FROM: 194 11 0 a a NO 0 0 0 31 0 -7 601 NW 12 AVE.. POMPANO BEACH, FL Series X10 Preach /Balcony Aluminum Swing Door System GENERAL *RCS. 1. I?ROIUCT APPROVAL TRAW1NGS ARE WED ON THE FOLLOVPG TEST REPORT SERIES, BY THE CERTIFIED TESTING LABORATORIES A TEST REPIIRT )HL CTLA 136W -6. 12/03/96 -RE NFORCE)CNT PACKAGE B. TEST REPORT NIL CTLA ; EIW -5. L2 104 196.RENFORCEMENT PACKAGE 'A'. C TEST REPORT NO. CTLA 136V -4. 12 /07 /96.REDVTIRCEMENT PACKAC - E D TEST REPORT NO. CTLA 136V- :2,3.12 /09 /96..2EIPFORCEME'•1T PACKAGE 'C'. SCE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES L`STED ABOVE. 2. DRAWINGS PROVTDE ANCHOR :INFORMATION TOR VIED FRAME AND STRUCTURAL CLIi1CRE IE/CBS CONSTRUCTION OILY. GLASS TYPE REQUIREMENT. A ICDIFORCEMENT PKG. 'TP- PROVIDE )/8' TEMPERED GLASS. •T., 2/16' TEI<PEED GLASS HD(IM:L6t B. RE1NFDRCE.IIE.NT PACKAGES 'A','5', AND "S'-FROVI3E 3/•6' 7E.MP1RE3 GLASS MIMIMLM 4. DQIP 011341)41014 HARDWARE REQUIREMENTS. A FOR DOORS WITH REINFORCMENT PACKAGES 'N' AND '0'. 1. KvIKSE1 SERIES 400 KEYED ENTRY LOCXSET GRADE /1 -ONE (1/ CAL: - 4C' :vE PANEL 939 1/2' FRE11 BOTTOM OF HR£SMflLD. 2. KV!KSET SERIES 630 KEY E3 'U:VMBQ T DEAD DOLT, 39ADE II-ONE <1) CAC. ACTIVE PANEL 9 47 3/4' FROM BCI1194 or THRESHOLD. 7m STANDARD RUSH BOLT LJCK. EXTRUDED ALUMINUM 30L AND ?_AS'iC 3 AE,- TtD27 EACH DOOR PAM.- •. 714 sTANOARD BUTT WING =S. ZXTRUDEC AL•JM.INUM •. <7:1 1#2301 2WNINGS • - .0 (2) EACH DOER PANEL D FOR DOERS vITH QETN3'ORCr•<EVT PACKA1 '2'• 1. kv(KSE SERIES 400 K£(E3 ENTRY LOCKS2.T. G2AOE :1 -14E <1) LACY. 4C7 1#6. PANEL 2 39 I/2' fROM 30:'L7v GF ThRESQ.Il 2. KVI(SET S .91ES 630 :{EYE) 'h11MBQLT 3E.43 BOLT. GRADE :I -' 4E (:) LiAC+4 ACTIVE PANEL 9 47 3/4' FROM BOTTOM Cr TWTESO 1 3 101 STANDARD FLUSH. BOG' LOCI. EXTR'J0ED ALUNINLSM ?G_T AND PLASTIC FACE- TVO:2) EACH DOOR PAN£ a. TM STANDAR3 BUTT HINGES. E11TRUDE3 ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL C. FOR DOERS WITH REINFORCEMENT PACKAGE • sttf L TITAN SERIES.73DAX26 DCP KrT EO ENTRY :^CASE- -ONE (1) CACI+ ACTIVE 1 PANEL 939 1/2' FROM BOTTOM OF THR'ESHQD• 13 I sun. 2. TITAN SORES 780526 DCP 3EA0 BOLT-ME (1) EAE): ACTIVE PANE_ 34 $TELL 9 47 3/4' FRIi4 BOTTOM OF TMRESHDLD. ! 3. TN STANDARD FLUSH 30Lr LOCX. EXTRUDED ALUMINUM BOLT AND PLASTIC 33 L } FACE -TWO C2) EAGI DOOR PANES. 4. TN STANDARD BUTT HINGES. EXTRUDED ALUHIMIM VITH NYLON BUSMINGS-THREE (3) 7 5,F011 EACH DOOR PANEL 5. PROVIDE .350' X .300• NOMINAL VEEP MLLES 2 :/2' :ROM EACH ND OF EACH PANEL 39 97rr niw.smoto. VEEPING TO THE EXTERIOR. WITH CPEN MIL F3AH PADS. 6. MINIMUM GLASS BITE REOUIRE3 AS FELLOWS W I ALL9L a J saEVs 11#. CLASS 017£ Al DEER PANEL = 3/8' ALL SIDES. TYP. GLASS BITE AT FIXED SIDELITE - 1/2' ALL SIDES. 7. ALL STR1tTURAL FRAMING MEMEBERS ARE AL.UMENLM AL.DY 6063 -16. 8. MIAMI. DADE C3110111 APPROVED SHUTTERS ARE REQUIRED FOR :NSTALLA11014 Cr THESE Iw3TS HZ 1....- MP MATEf". L..iL Na 1 PART ma. nm 12ESCRrN t SV211616 I FRANK mrAa Y AL 606.7 -' 2 0322610 1 FRME s1u_ x K 6863 -16 3 GV']SS72 f8A0C JANIIX 41-3. 6063 -i6 • GV36S71 01016E STif M VIDE Y AL 1,)63-16 5 J a/34601 f ASTRAGAL STILE X 4• 149C 0 N. 8063.36 A GV36770 1 30, RAIL X 3' 1#133 x AL 6069 -r6 7 I 61#24370 1107704 RAIL X 7 KIX 3 AL 6663 -34 I 1 I 61#51926 ' RAIL 1#n ADAPTM 9 i 2.436573 JAM) NESTING CANNEL I AL 4013 -'4 1 10 I 4720294 1 Oak 01 042/4•414 042/4•414 r1A77W comma. N I 2'.427846 KW FLU?I 90.13 42 EA W. P/WU.: I ':1 ' 6.474(1• EXTRUDED ALLM 205 Ma.333 0 I .:C1 1 2 26 . 01.. Ra/D 5Im 11CJ 6000 EAI'..L`.■ 44 I . TEEFL 2/r Iclr our a u TwfAO[7 4411 12 1 1TTO. MAT AT HAW/ a 1A 74 4C goo. :6 23Cry 1 211' Lao[ wawa 4z 34 mums Imo 17 i 1225 1/8' O. AZING cHAWEEL. va3L 48 I :2226 ' 3/'.6• GLAZING QMN CL. VINYL 19 1 GLASS ' 1/8' 144 K FULLY TEMPO/CB GLAZS 27 • SLAW I .'/:6' THICK FW:_Y TOPES= GLASS 1 SM2z 21 4437 1 (LTRAFAI GO/TERFIW vtlla`At S:E:'1 22 1 3433 1#48022 1423 va3L VEA7112.907121 Slt 23 GE1102 1 SSLlaNt BACK 1300320 12 9A-730 ' 3/4• P_ASTIC 90U ALUG EWER. SNC II4 PM 4CAD Si. WO 2 11/2' A(CCYTIa A1 257 I 1/" VA :4PCOM MOOR Y 1 3/4' DI3E31V4 4 SHEET 27 332 46 I KV IIL3C' 2371 I.E:XSET. GRADE :l Skt El • I IVACTIVE LEAF.FE.7f PIG W,'A:•T 29 I 2229 612 1 K'.43 RIM 233 ICAO 90.3, GE IT 1 SHEET 1VACTIVE LEAFPE3J0 PKG W.'A•,•1' I S, - - ' / *9 1 SC9 730 1 TT , 7702826 3CP L07t2C7 VKrTYC LE/Fe0C311r P11G 'C - 1 $4333 3A we 764 I nTAK la 401 MT 1 �R =(PVC - 2 6 7 8 9 VAC:) LEN. I1 *AG C ( 18 219 40472471221 340472471221 v/ 077009 :/r Y 1 1/2' MAW TUBE • 32 :/a•L0Q a LOCH 1141.3 9•40. 24. -33 :/r: z et 206 4 01/82. 9T8.3S T4491. AT -4 vet I for Y : 1/2' sawn Tux 2 314.• 221671 117 • 207S.. AAL V8' Y 1 I/O' X 3' REL'AAGRAO UO3 Y 9r Lac O4.4 or - I/S'1 1#1 X 1 3/r X R 2/4' X 1 3/I 04014140 .0 VIP L06 01.1 NT) Yr X Le ■ If 4' . 'V 011210. DIQ2E v5TIC4L wear] TO STEr- Tr VO• 32 3/4• r 42' 446• Y 4 1 /c' ,Barr mac xi' jQ29 owe_ ML - • urn 214. 141' 1 R 214• X 1 we Lis 297 I/j,' L042 091L1_[ f4MAT+CI.S I4:s :ED 3e not TURF 1(31708 ;Mal GILL ALAPTC2 v1r4 1 yT 4.(D. IFRA 0 A$SOI3A.Yrnmai )4.61.LLT. 1 1 f3. SC'>R1t El= TYPICAL. - 0:L- 04' MA TE!2IALS 1. 52.9314. ACTES - ANG, '11'. G.E',ATILI(S ) A14C14101 !40 MA'lOI4 - 2K3 'I• 331AILS AND COMPARA ;1#E ANAL /S :3 - ABLE "SG. A' E_Ev 6 ANGKOR :AFL12N4 ' :314 =KS 3 . DE 'AILS AND C.?1PARAiIVC AHA<.73 :2 'ABLE - P140 - 9'. E_EvA - TONS 6 AMCi39 :NF_RNATICII. - PKG. '9' 33TAILS AN3 C,MPARA :IVE 4APL`215 043 sL£3A•r :0015 L ANCHOR 1•1"010.18110. - max.: ' DE AND 43 '.36':V( * . YS:S !AM403P) O =W7 TAR.• 112 10411 ROM Ma= 4204 1 484 4. - 3 MA 4Y _15 4- - , 121AP /MIXT 001141 ar$0 119.1239G CONIVAILE 1CIF201RE R ATM WINDOW & DOOR CO.1 ism NU 12 AVE., POMPANO BLACK, TT. ' Netra Sad. ProA.c: APc. -ova( :naea. E SERZES 230 FRENCH pane GLASS TYPE AS NOTED t it! A#LI abseiGiSheet 1Dote. I R.r. A492301SU [LEVI : O' 91110 -21-. 2 4 -00 41Z1.1w 'AA: :ABLE. N co w O F J j rI - �1ov.0a:11. • (74, X c rti ><` r !J \ \ 6 ' • —,e) �c ��.•' �i 11 111 t1r.)1, 35' -4- 71 112' D.F. 15' -( J`- - 143 I /2' MAX FRAME V!DrH -/ �1 : '� _I ' sac • y1 I \l: - 11 I iJ I !i1 ' )6' -1 37 7/16' .f- .6 ' - .F- 109 .7/:6" MAX f. 2. vIETI- 4 Tn• 10 1.RLZ 7,.• 104:4 MT. Ai 11P. I �I 7 1/7M Iowa MT rt•. - 1 T/R' ITN .e1a2 SINGLE DOOR V/ SIDC - :TC CA•l SJC OR= R'II r:!N SING[ :MUTE E/101 S! E • � !�.'r1r� ,cau it1 •. A �rtr �:• - .4.. t• Ina �1 I • 1 ! • '1 .1` +•i I 11 in • Ill 1 "' 4 1 • r .r o IF- - - = • y i +_ - `. � Ia .� idI V -I yI) . Y' ' o ;� I 1 I : ' z 04 II' 1 ® 2 11 1 .'-37 7/16 ax M FRAME MOTH 1 .1 4 1 1 I 36' - '- 71 1/2' LF -j'- 26 1•:3 1/2' MAX r RAH( 'WIDTH -4 NDr£S FOt ANcHoNS IM70 STRUCTURAL CDNCRETE/C3S _3NSiRUCTION.. 1. TYPR:AL CONCRETE ANCHOR TYNE IS L•' DNA TAPgN X L 3 /A' EM8E3NENT. 2. 011884181 CIDCRE TE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED MtI3JAm THE PERIMETER CF EA04 INIT CLEVATICN• 3RAVN PERPENDICULAR '0 THE FRAME. 3. MNO►tR1 SHIM SPACE BETWEEN THE FRENCH IItp.Q MANE NO AND DC CONCAETfiv108 BMX SUBSTRATE • 1/ 4. POMPOM I /4' DIA TAPCON E.3& DISTAMC4 FRO4 EDW.' O• CONCRET£/8LOCX • : 1/2' t ;0 01A) . 14100I101 SPAC:NG BETVE 1/4• DIA. TAPCCMS WHIN *ANCHOR GREW • 3' C12 !IA) 6. HINRRIN 1/4' DIA TAPCDN E!43E>tENT FOR I€LLGV CONCRETE 3LOC( • 1 1/2'. 7. LOCATE ALL MEETING STILL AND IULLI04 END ANCHORS V1TM714 6' FROM CENTERLINE. PER TEST NDCX -UP. & LOCATE B4TERHEDIATE ICAO AND SILL ANCHORS AT 4' FRC14 FRAME ENDS AND 14. ON CENT/A NAXDUM, PER TEST IUCX - UP. '40011IDNAL GLUSttRS Ot' THREE CI) AA000 /AL REIAARED 4r MELTING MUT OF 01181E toms w6 NuL008 .•0•03. '1 LOCATE W 14018 ANC^RS AT 4' rRON FRANC ENDS AND 2•' TIN CENTER MAXIMUM. PER TEST N000 -UP. 10. LISATE ALL HINT J:IICXSE? A►C:Ct0 VITHLN 6' FROM HCN12/1-13Ci(S CLNiE. @CHE. PER TEST NOC: - NP. 1L ELEVATIONS ARE SCALED VtEVS Cr EQUIVALENT 'TEST SIZE' UNITS FDP 'X'• 'DR'. 'XX', 'OXO'. CR '0X33' C9YIGLRATIDNS. 12. LOUIE 1EAD, SILL. AND .M.$B !MrER4EDIAIE ANCHORS FOR OTHER SIZE 'HATS PER NOTE: if AND 9 . i Di tl)TES FOR ANCNtRs 2470 VO130 FRAME CONSTR./ T(ON . TYPICAL :COD /RAKE 48040[ TYPE '5 *1A STAINLESS ME:. 9-7Z METAL =E'4 N 1/2* PE1E Z N INIMW V000 FRAME AN01CR oJA(TITIES ARE 3EP!CED AS SOL10 :D105 ..00A IE3 AROlj40 1114 PERRCTER Or EA. UNI E_EVATION, BRAWN N"R� P£VDICIAR 713 784E FRAME 118.MJR SHIM sPAO 3ETV0_M :REJCI 73ER FRANC AND vOGD CRAPE SUBSTRATE • 11-• • LOCATE ALL 800TIKG ST&E AND MAL!O4 ND ANCH0R5 WITHIN 6' CROW =NTEQ_AE. ••TEST •DCX -.p LCCA1E MTEFL4E_1A1E HEAD AND SILL ANCCIRS AI 4' FREN FRAME ENDS R 14• ': C MAX. •EQ TEST •COi AODITI_NM CLuooD,72 Q 03) *AGGRS ART Ri•3UC1iO3 Al '7Z 10G 0 1.4.1 3 ICJ LE DOERS 663 41LI111 .ANIS. a. LOCATE :NTER11ESIIATE 1140 ANC•40RS AT 4' /RON F8A4E VMS 6 2 D.C. NAP. .ER "EST 4 *-t1P ▪ • 3CATE ALL MINCE /L30t -SET *MOORS V1TMW 6' FUN r87 YINTz`'LOCXSET CE41'CiL114t. .se TES' 4OCN - 9. E_£vA:014S 484E SEALED v1EVS IV EDL1vAlC.r 'TES' S:ZE' UI. :•S 1C% '8'. 'yt'. 'XX• '0X0'. 3R '0830' CONS :GURA10)NS. S. LOCATE HEAD. SIl-:. AND JANE pon.warArE ANCs]RS F]R Dr>•ER S :ZE -Nr'S a-R •CTES 6 +w0 6 ( FLUSH 3CL I DETAIL 3' aAr- »r .) 36' 37 7 /16'7/ 73 7/16' - NAX, RAKE v1D 1 UFd74D )S •Or'.T461 A1114 Ni 1161/64 c in s5166.% t./ 3.. IKOr :I 191M >RT NRl1)t 131111 W� 1 +C9rou No .� TM WINDOW & DOOR CO.I v.E;/ED 601 NW 12 AVE.. POIIIPANO BEACH. F. FROM PRCIOuCT TES: TIP - ICN . 13NrC2!OR Sck:ES 2 1 FRE.VI,'H DCY-N G..ASS i rPE /8' CR 3/16' T`04PE2E11 *LASS , Irv' 04 R'rjED TES•C G LAB1PATCRCES TtST IiC FORT t.� 1!GV -6 1 FILE N C ONP1G. R ot. tlo tm PR V. PA59220 - ELEV.. 2 Or 9 i10 2: - 4 -29 -60 4 P.T. SOUTHERN T D T FINE FRAHM 01114) CINS. 4 :6" ',OM (14 i01 V 6 L,..." ; OM f • • 1. 1 1 X — • :6 ZIDELJTE vi3TH CONC. COW, KAI aLCOaCnit. 3'• ICU IM7IJ i -7- 1 - (7 -- ;Tausca 4030020 •Iradnar.Doi 2' nr MINA VIII AADIalr. (E) 71 :./E• mAx. 'RAM( VIDTH P WEL S MAX. .3• : / • • WOK NaNL: UZI JILICIMCMLF-MILL.151Xr# ecanms. jral.j IX P.T. SOU THERN PM& VD BUM (MIN, EX7ER:G.4 a.. 36 MAX. . Ammar... MaAral Taist *co. .. C.1.4 MIR Ta2001•002,12 eV on.42e•rts0•4••■gc gamma Rana a. Aromas San Ana O. P.M, , Cnoneft OA. ...A9rsaio• • aXe *9 9d1b. 1 .2. — Men lir' X. MCA. sr st. *tally. te...v444 I 4.34•344 X I 1 WC 91 I • ST AA I I ST Sal : 1 be Si • EME=3:Erailkai ELMetallaSMELIMIMM • itrAIKKGAMLiinail Iiitillra:.14:8 Mit a lintrin 9i1.9-LE9 •9 S....7 I 44.44 I A.1 A 4, .. 7 c -,,,, 111MIEMLUIELMLEALagiUMILLIZUMEMIA _____ • f 013.; I 1 • ^ - ValiELIMMIlar - 1 'd:1: ICS' 11Willtail I-4 • M.V - ALAMME. LIMEIL-1101t31A2LOWL7 gin' • X&IirWe:ACiEiftekIX.5 IZAZIKIIL1JC.0 IVL,jgxLj •- CnirKnItE5JIMI1X CZL.M72i IE1r P1L11f1YJ EXIMEIXECICaEl ELMEICJJMOUILLI:=111L:LA ELAIIIMa7CLUCt3AtAlin CUIX3XXiMC44M.MW-.11.11UnEIMMI IMAM:1CM, - .ElirliE:MILL- 7.7 wan wok. A Sic• )0, 11.4yr • ^ Ca:30Z:Mxaxmz312LICP_ICKEMLII IEC.ACKL.AB KZACIIZALZ-Ir- ILUCEIgLILIUM"CILILLUs L MildriCE.MI.LICEIXIFIZIEJMEXffiraaran MLALBEAJM MitM3E.GtaCtEAM. II ELIOC..11 t . M.D.AEMUSMILIJiILLICAUlt. crr • • r..•• 4) 2,74* •52 I !I A. UP. DETAIL \CDC. CONS. Avner. Ocar • Gra "anion • NV ea 'Va La•a•• 42 warn( tr ituMI WM. mow SW SS. won. Flom um. x . . , e • Co • • IMM3M.2411Ma A • . • I MA 1123 11-e....3112r.MXIIUM.13.41WitEntifier n. 1 8.4 421 r 4 I TM WINDOW & DOOR CO. 601 Kv 2 AvE... POKF.INO BEACH. r, /7.7ZN PROD DESCRIPT:Di SZ.RIES 33G RRENC.-I DG� GLASS TYPE ve• 3,16. 7v4:1„Rtp kA TES. R iI 7*6g C A I.,11 ■Ai -6 ILt , Shea L. tate. [Rev EA99 • :st.1 3 Or 9 31-31-99 --L P. p UM) SI Cog to 6' CR 316' li G.AS: , CGA — 7) . • tfl(A)e: • • • J 0 • 0 0 I- 0 0 'MIAMI -DA G PRODUCT CONTROL NOTICE OF ACCEPTANCE TRACO Security Windows & Doors, Inc. 5100 NW 72 Avenue 'Miami ,FL 33166 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0910.05 EXPIRES: 09/14/2006 APPROVED: 10 /11/2001 11 s 04 500011pc200011templateslnotice acceptance cover page.dot MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COPE COMPLIANCE OFFICE METRO -DADS FLAGLER I3UIL1.)IN(; 140 WEST FI.AGI.I:R STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2555 CONrRAC rOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 • • 1'ROnl ;Cr CONTIiOI. DIVISION (305) 375 -2902 FAX (305) 372-633 Your application for Notice of Acceptance (NOA) of: Series Dora! 3 Outswing Aluminum Patio Door under Chapter 8 or the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County • Building Code Compliance Office Internet mail nddress: postmaster ®buildingcodeonlinc.com Homepage: bttp : / /www.buildingcodeonline.con) 9 TRACO Security Windows and Doors O NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the notice of Acceptance (NOA) No. 98- 0928.03, which was issued on October 29, 1998, under the name of Security Aluminum Windows & Doors. It renews the approval of an aluminum door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Doral 3 Outswing Aluminum Patio Door and its components shall be constructed in strict compliance with the following documents: Drawing No. W98 -71 titled "Series Doral 3 Alum. Out -Swing Door" Sheets 1 thru 4 of 4, dated 9/02/01 with a revision date of 09/19/01, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control. renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies _to single unit applications of pair of doors and single door only, as shown in approved drawings.. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum door a a its comp. •cuts shall be installed in strict compliance with the approved drawings. 4.2 The installation of this produi t will require a hu ricane protection system. ACCEPTANCE No.: 01- 0910.05 APPROVED: October 11, 2001 EXPIRES: September 14, 2006 5. LABELING 5.1 Each panel shall bear a permanent la: i the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. Raul RodriChicf Product Control Division I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of_Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer.the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted,. is no longer practicing the engineering profession. TRACO Security Windows and Doors 'NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4. Any revision - or change in the materials, use, and /or manufacture :of the product or process shalI automatically bc cause for termination of this Acceptance, unless prior written approval has been requcsted.(through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. ACCEPTANCE No.: 01- 0910.05 AI'PROVEI): October 11, 2001 EXPIRES: July 30, 2006 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Noticc of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8.. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE Raul Rodriguez, Chief Product Control Division Southeastern Metal Manufacturing Co., Inc. 3 of 3 ACCEPTANCE No.: 99- 0318.03 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS J U I 0 1 1999 EXPIRES 10/10/2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE �f Helmy A. akar, P.E. - Product Control Examiner Product Control Division POS114E - •55 5(9.1110( - -71.5 1 7/8' 1 7/8' (TYP) t® TYPICAL 20 GA GALVANIZED PANEL 50U111EA5T(R9 METALS MANUFACTURING CO:. INC. JAIXSONV4IE. 900 0* DADS COUNTY P9000CT C041N0. APPROVED 15.575' 13' COVERAGE 6 1/2' 8114 R 44.29' 090 R --1 1-4-1 7/8' F f -- I..TS' -1 - ]50 O ALUMINUM HEADER CHANNEL DETAIL 3 1/4"- I .- 2.000' Q STUD ANGLE 79194 n01to . 1515 SNUTIER IS DE1CNE0 N ACCORDANCE 15TH THE 50U111 R0 81.110144 CODE. 4994 (01101. AHD 15E 1994 BR0WNi0 (Garr CGD04. 2. PO9nVE AHO HECADVC 0(901 PRESSURE C4a1 01045 9141 DE 7(91015(0 W ACCORDANCE MTH ASCE 1- OS'0N11W 0(901 LOADS TOR SMOAK:5 AHD 0114ER S19UCTUR(5 ] 51090 PANELS SMALL BE A19 70 CAME G4vAHIiE0 (0.0356') CON1014100 10 A3 A653 51RUCTRUAL GRADE 32 M1MA MIN. ri - 3159. ALUMww EN TUMORS SMALL BE 9053 -15. U.O.H. 4. 7900191 11.1994045 914y B( 1500* 12' Or DKE END 0C THE PANEL 001H Mw. OF ENE MARRING PER PANEL AND SHALL BE LABELED AS roLLOws, 5. 10 N(ET 44(TR0 -0A0E ITR91[A0E CO30. REWOROO PANELS NTH sn104 BEL TS AND 940040 NUTS AT 0 -SPAN SECURED AT EVERT LAP ANT. 9. 41 80.15 AND WASHERS SHALL 190 045.197(0 OR STARII(55 STEEL 01TH A 4444014UN ri - 33 A9. 7. HAT(fi4 swcarIconoss N0TC0 HEREIN ARE 111( MANUFACNRC'S REPR(5(NTAn0N Or NAIL RIAUS 10 BC 45E0 PI PRODUCT IE5n04. • 10 D BOTTOM AVAILS 5H01114 NAT BE 81(00145010 43 FIELD CONDITIONS INMATE. PANELS MAY BE 00.911(0 HORMOHTALLT 1.4(9( APPLKABLG 9. THE DETAILS AND SPECIFICATIONS 91009 NCREIN REPRESENT THE PRO1UC15 PROPOSED 10 IMPACT. Mlle 510 45000915 s1Anc AR PRESSURE 1551819 01 ACCORDANCE M114 DADE COUNTY 7901090.5 PA 701. 702. ANO 203. 0(901 49 BASCO ON CTC 0(51 REPORT N0. ID 0031AUM ALLOWABLE DC904 LOAD. 1 2 3 4 5/8' HOLE (TYPO 44 5411 1 1.575" REF. F ,?; 1 .125" -� I/O RA.. CALK -w AMNIA 590.15(0 N M ASOMY WT ®PATIO SILL DETAIL 68" SILL 7/8 - , 1" 56 SILL 2.50" -41 F- 13.00' -4- 13.00 -- " -4 13.00 6.50' -.14 6.50'41 6.50'4 0.504 6.50'+1 6 ANCHORS 2.00" -•1 1•-• 13.00' -d.- 13.00' -.{�- 13.00' - 13.9" --.I 1. 6.50'4 5.50'4 6.50'4 6.50 "+ 6.50'4 6.50'+ 5.5C A 8 ANCHORS • HEADER CHANNEL LAYOUT q. 44 SILL 3 1 /4 "- r6 1 /2:p6 1 /2:T.6 1/2 6 1/2:»6 l/2"•. 44 u u 6 ANCHORS 8 ANCHORS 10 ANCHORS I I 86 SILL 1� 7/8" 44 5/16" SLOT ANCHORS (TYPICAL) HOLE LEGEND • 7/16'0 7HRU HOLE • CLINCH STUD L U 750' CLL . IIlI 5/5 IN STUD 5ml oN \NNN \\ J aac Nm / /. EWA : 9OLK BOLT 0.125' I • 901. R0.r II�I�'O' � 1 1 � Note: Reinforced panels with stitch bo lts 2.p pp- and spring out of mid -span secure /: -)o �• �;- of eoch lop joint. 1.so 1•- 13.00' -4- 13.00' -4- 13.00' --•1 -- 13.00" -- 4 - 13.00' -+I 68- 5111 1 • • • • • • • • • • • • • • • • I 1. 6.50'4 6.50'4 6.50'4 6.50'4 6.50 '4 6.50'.1. 5.50'4 6.50'4 6.50'.1 10 ANCHORS 4.00' 1.- 13.00' ---4 -- 13.00' --41 - - 13.00' -414- t l00' -}- 13.00' -}- 13.00' --.I 86' SILL 1 ° 1 14 6.50 "4 6.50'4 6.50'4 6.50 6.50'4 6.50'4 6.50 "4 6.50'4 6.50'4 6.50 "+1. 6.50 ".1 12 ANCHORS STUD ANGLE SILL LAYOUT IIIII 44" 56 LC PRODUCT RENEWED ACCEPTANCE - A 1F 8.0 3 EXPIRATION DATE I o • i - 7002- BY 41 - / • Jdr PROD .CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT l+ NA ) 19Q1 BY %% / • i PRODUC INTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 '7- 080501 FvPritAT'10111 p, +T BC / /A —2061 1/4'42' Elco Pone) Male Uolanry Boll 4/1 1/4' Gob Washer & Wo,hered Winged Nul� O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM N.T S 1'41/4720 Wood Bushing a /1'.1 /4' /20 Hex Hood Boll 1 /441' Sidewalk Boit C & O B HEADER / STUDDED ANGI F MOUNT SYSTEM STUDDED ANGLE / TOP BOTTOM MOUNT SYSTFM N S N.T.S °STUDDED ANGI F / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME1 N. T.S 1'.4' 0.125' or 2'.4'.0.125" Alum. Tube or 2'.4' P.T. Wood for Stud framing 0 16' o.4. & 2'.6' P.T. Wood Stud Framing 0 24 0.c 2 2 1/4'0 4 1/2' Log Screw 0 24' o.4. Max ./1 3 /4' PenalroUon in Center of Studs •THIS DETAR MAY BE USED AT TOP OR BOTTOU OF PANELS 1/ 4 . 31 . Sidewalk Boll ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) • 10 LAC .1 1/4. /2' MB640w0 1/4 R w Ca 010 WAX 0050141 0010 4410 1 /: 0000. %51L AA a 10.9410.94020 90 *04ITC0 MIT 1/4 4.40 04)0 -0 *4 41 124.0) 0400 a I /:n• )x40. BO.T ()/4 • O) Vela' *010411 MIK 4N1 N04 MAw940 .Maw 444 10 1 /: 1/4' 1Y 004 444 404 14 5010 4410 1 yr CoB140041 tl� 1/0 RCM P. 4112 0 .4 450141 00.1 910 T 1/0 CAL, 0.944 0514140 44Ma0 NUT 1/:. 01 00 1 waw n. 9010 a a 1 /e• 90 or () /:. NM) ) �® By ill PRODUCT CONTROL Dlt c1ON O BLULDING CODE COMP } UFE 1/0'.1 1/2" Concrete 1/1• 1B-_-i An Erne Non " Expansion Anchaj� ill O ll 0 1 Sled S /B' 11 Spring Nu I� u • a . 1/ Sid ew Boll 111 1/4'12 1/4' Tapcon el w/HC. Head Screw •1400 Av0RAa0 rw Y P4141 1.600114 ,4C .1, ',TOT 00 'OT Ae1C 0 M wean 20 • Pa 44045 w 0,44 MOOT 0011 COB 1)' 0.10. 540[410 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 9 l BY PRODU TROL DIVIS.ON BUILDING CODE COMPLIANCE Of TICE ACCEPTANCE NO q� -()ROSY) ANCHOR SCHEDULE (MIN 2" EDGE DISTANCE 0451140 I ) 1144 110000441 memos 0141 Y.O40 ( .4) 1/4 MR OAIA -M l /:C I/: TAP 024 ON WIT 14005010 vent p /? 100[00[40[40 (1.3 .. tl� H,414 . 440 0010 -IM a0 T1 100104 a i/0 111 540(9.10 0 • 1(00) I /0'42' acO 4AM1 41101: v Aiawll 00.0 4410 1 I/: *0 4 4.+944 a ..90040 444040 4410 11 13=1M.1112 IP FvPritAT'10111 p, +T BC / /A —2061 1/4'42' Elco Pone) Male Uolanry Boll 4/1 1/4' Gob Washer & Wo,hered Winged Nul� O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM N.T S 1'41/4720 Wood Bushing a /1'.1 /4' /20 Hex Hood Boll 1 /441' Sidewalk Boit C & O B HEADER / STUDDED ANGI F MOUNT SYSTEM STUDDED ANGLE / TOP BOTTOM MOUNT SYSTFM N S N.T.S °STUDDED ANGI F / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME1 N. T.S 1'.4' 0.125' or 2'.4'.0.125" Alum. Tube or 2'.4' P.T. Wood for Stud framing 0 16' o.4. & 2'.6' P.T. Wood Stud Framing 0 24 0.c 2 2 1/4'0 4 1/2' Log Screw 0 24' o.4. Max ./1 3 /4' PenalroUon in Center of Studs •THIS DETAR MAY BE USED AT TOP OR BOTTOU OF PANELS 1/ 4 . 31 . Sidewalk Boll ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) • 10 LAC .1 1/4. /2' MB640w0 1/4 R w Ca 010 WAX 0050141 0010 4410 1 /: 0000. %51L AA a 10.9410.94020 90 *04ITC0 MIT 1/4 4.40 04)0 -0 *4 41 124.0) 0400 a I /:n• )x40. BO.T ()/4 • O) Vela' *010411 MIK 4N1 N04 MAw940 .Maw 444 10 1 /: 1/4' 1Y 004 444 404 14 5010 4410 1 yr CoB140041 tl� 1/0 RCM P. 4112 0 .4 450141 00.1 910 T 1/0 CAL, 0.944 0514140 44Ma0 NUT 1/:. 01 00 1 waw n. 9010 a a 1 /e• 90 or () /:. NM) ) �® By ill PRODUCT CONTROL Dlt c1ON O BLULDING CODE COMP } UFE 1/0'.1 1/2" Concrete 1/1• 1B-_-i An Erne Non " Expansion Anchaj� ill O ll 0 1 Sled S /B' 11 Spring Nu I� u • a . 1/ Sid ew Boll 111 1/4'12 1/4' Tapcon el w/HC. Head Screw •1400 Av0RAa0 rw Y P4141 1.600114 ,4C .1, ',TOT 00 'OT Ae1C 0 M wean 20 • Pa 44045 w 0,44 MOOT 0011 COB 1)' 0.10. 540[410 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 9 l BY PRODU TROL DIVIS.ON BUILDING CODE COMPLIANCE Of TICE ACCEPTANCE NO q� -()ROSY) ANCHOR SCHEDULE (MIN 2" EDGE DISTANCE 0451140 I ) 1144 110000441 memos 0141 Y.O40 ( .4) 1/4 MR OAIA -M l /:C I/: TAP 024 ON WIT 14005010 vent p /? 100[00[40[40 (1.3 .. tl� H,414 . 440 0010 -IM a0 T1 100104 a i/0 111 540(9.10 0 • 1(00) I /0'42' acO 4AM1 41101: v Aiawll 00.0 4410 1 I/: *0 4 4.+944 a ..90040 444040 4410 SEMCO STORM PANEL FACTS • The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida, U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade, Broward and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do- It- Yourself Storm Panel Applications. o Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry, stucco, block or wood frame application. O 1) Tapcon screws into concrete masonry, 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials. • Our system utilizes standardized 44 ", 56 ", 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. O The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. o A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by a !4" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. o Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. o A minimum 2" edge distance for concrete or masonry opening or 3 4" edge distance for wood frame openings are required to insure correct fastener edge clearance. o Storm panels provide hurricane protection without lapping past the window opening. O A wing nut driver tool is available for both screw gun and hand ratchet screw driver. O To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. o The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. O Approved fasteners for proper installation are critical to confirm building code requirements. 0 Furring is a means of adding a spacer to set out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. O The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. O SEMCO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or I- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting, custom lengths, special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manuf icturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product A 7proval of: 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of,.vIiami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from, a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:10 /10/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/01/1999 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ©buildingcodeonline.com Hornepage: http : / /www.buildingcodeonline.com Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No.: 99- 0318.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIE IC CONDITIONS JUL 0 1 1999 10/10/2002 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, wh ch was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutte as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida 3uilding Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indica'.ed in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Dr :awing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. ]LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy AC?iiakar, P.E. - Product Control Examiner Product Control Division 2 of 3 Date Name of Building Official Name of Municipality Address City, State, Zip Re: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir: We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 99- 0318.03. This letter authorized to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 99- 0318.03 to be used at the Following job: Since Name of Owner Jobslte Address Southeastern Metals Manufacturing Co., Inc. Authorized Signature from Notice of Acceptance Holder AL THOMAS, VP OF OPERATIONS Print Name and Title 11801 industry Drive • P. O. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 JIM HORTON, Design and Development Engineering Director initials keem 600A -2001 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: FRAME 690 N.E. 97th Street MIAMI - SHORES, FL 33138 - Mr. & Mrs. Frame South Builder: Permitting Office: Permit Number: Jurisdiction Number: Owner I. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft Addition Single family 1 3 No 400 ft' 7. Glass area & type a. Clear - single pane 25.5 ft _ b. Clear - double pane 0.0 ft c. Tint/other SHGC - single pane 0.0 ft _ d. Tint/other SHGC - double pane 0.0 ft 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 80.0(p) ft _ b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =5.0, 174.5 ft _ b. Concrete, Int Insul, Exterior R =5.0, 400.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 100.0 ft b. N/A R =30.0, 400.0 ft 12. Cooling systems a. PTAC and Room Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.97 b. N/A c. Conservation credits (l-IR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, 1-IF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 12.0 kBtulhr EER: 10.50 Cap: 9.8 kBtu/hr COP: 1.00 Glass /Floor Area: 0.06 Total as -built points: 10920 Total base points: 12151 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: .7„." I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPB v3.22) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes BUILDING OFFICIAL: (74> DATE: TERM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGauge^" DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 400.0 32.50 2340.0 Single, Clear W 2.0 6.0 As -Built Total: 25.5 65.53 0.86 25.5 1435.6 1435.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 574.5 2.70 574.5 0.0 1551.2 1551.2 Concrete, Int Insul, Exterior 5.0 Concrete, Int Insul, Exterior 5.0 As -Built Total: 174.5 2.00 400.0 2.00 574.5 349.0 800.0 1149.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 40.2 6.40 40.2 0.0 257.3 257.3 Exterior Wood As -Built Total: 40.2 9.40 40.2 377.9 377.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 400.0 2.80 400.0 1120.0 1120.0 Under Attic 30.0 As -Built Total: 400.0 2.77 X 1.00 400.0 1108.0 1108.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 80.0(p) -20.0 0.0 0.00 - 1600.0 0.0 - 1600.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 80.0(p) -20.00 80.0 - 1600.0 - 1600.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 400.0 18.79 7516.0 400.0 18.79 7516.0 Summer Base Points: 11184.4 Summer As -Built Points: 9986.5 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 11184.4 0.4266 4771.3 9986.5 1.000 (1.004 x 1.165 x 1.00) 9986.5 1.00 1.170 0.325 1.000 3793.5 0.325 1.000 3793.5 TERM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGauge^" DCA Form 600A -2001 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 400.0 2.36 169.9 Single, Clear W 2.0 6.0 As -Built Total: 25.5 4.47 1.00 25.5 113.9 113.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 574.5 0.60 574.5 0.0 344.7 344.7 Concrete, Int Insul, Exterior 5.0 Concrete, Int Insul, Exterior 5.0 As -Built Total: 174.5 0.90 400.0 0.90 574.5 157.1 360.0 517.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 40.2 1.80 40.2 0.0 72.4 72.4 Exterior Wood As -Built Total: 40.2 2.80 40.2 112.6 112.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 400.0 0.10 400.0 40.0 40.0 Under Attic 30.0 As -Built Total: 400.0 0.10 X 1.00 400.0 40.0 40.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 80.0(p) -2.1 0.0 0.00 -168.0 0.0 -168.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 80.0(p) -2.10 80.0 -168.0 -168.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 400.0 -0.06 -24.0 400.0 -0.06 -24.0 Winter Base Points: 435.0 Winter As -Built Points: 591.6 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 435.0 0.6274 272.9 591.6 1.000 (1.009 x 1.137 x 1.00) 591.6 1.00 1.147 1.000 1.000 1.000 1.000 678.7 678.7 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 AS -BUILT 40.0 0.97 As -Built Total: 3 1.00 2149.20 1.00 6447.6 6447.6 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 4771 273 7107 12151 3793 679 6448 10920 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 40.0 0.97 As -Built Total: 3 1.00 2149.20 1.00 6447.6 6447.6 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI- SHORES, FL, 33138- PERMIT #: EnergyGauge m DCA Form 600A -2001 PASS COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.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 corners; 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 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST idences. EnergyGaugerm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Garage b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. Mr. & Mrs. Frame, 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- Addition 12. Cooling systems Single family 1 3 No 400 ft 25.5 ft 0.0 ft 0.0 ft 0.0 ft R =0.0, 80.0(p) ft _ R =5.0, 174.5 ft _ R =5.0, 400.0 ft R =30.0, 400.0 ft Sup. R =6.0, 100.0 ft b. N/A c. N/A a. PTAC and Room Unit 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: 13. Heating systems a. Electric Strip Cap: 9.8 kBtu/hr _ COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.97 b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Address of New Home: City/FL Zip: Cap: 12.0 kBtu/hr _ EER: 10.50 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) CAM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: FRAME 690 N.E. 97th Street MIAMI- SHORES, FL 33138 - Mr. & Mrs. Frame South Builder: Permitting Office: Permit Number: Jurisdiction Number: Owner 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft Addition Single family 3 No 400 ft 7. Glass area & type _ a. Clear - single pane 25.5 ft b. Clear - double pane 0.0 ft _ c. Tint/other SHGC - single pane 0.0 ft _ d. Tint/other SHGC - double pane 0.0 ft 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 80.0(p) ft b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =5.0, 174.5 ft b. Concrete, Int Insul, Exterior R =5.0, 400.0 ft c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 400.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 100.0 ft b. N/A 12. Cooling systems a. PTAC and Room Unit b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 12.0 kBtu/hr EER: 10.50 b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 9.8 kBtu/hr _ COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.97 Glass /Floor Area: 0.06 Total as -built points: 10920 Total base points: 12151 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPB v3.22) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: 2-e DATE: y /C. ti FORM 600A -2001 SUMMER CALCULATIONS 0 Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI- SHORES, FL, 33138- PERMIT #: EnergyGaugeTN DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 400.0 32.50 2340.0 Single, Clear W 2.0 6.0 As -Built Total: 25.5 65.53 0.86 25.5 1435.6 1435.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 574.5 2.70 574.5 0.0 1551.2 1551.2 I Concrete, Int Insul, Exterior 5.0 Concrete, Int Insul, Exterior 5.0 As -Built Total: 174.5 400.0 574.5 2.00 2.00 349.0 800.0 1149.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 40.2 6.40 40.2 0.0 257.3 257.3 I Exterior Wood As -Built Total: 40.2 40.2 9.40 377.9 377.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 400.0 2.80 400.0 1120.0 1120.0 Under Attic 30.0 As -Built Total: 400.0 2.77 X 1.00 400.0 1108.0 1108.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 80.0(p) -20.0 0.0 0.00 - 1600.0 0.0 - 1600.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 80.0(p) 80.0 -20.00 - 1600.0 - 1600.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 400.0 18.79 7516.0 400.0 18.79 7516.0 Summer Base Points: 11184.4 Summer As -Built Points: 9986.5 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 11184.4 0.4266 4771.3 9986.5 1.000 (1.004 x 1.165 x 1.00) 9986.5 1.00 1.170 0.325 0.325 1.000 3793.5 1.000 3793.5 FORM 600A -2001 SUMMER CALCULATIONS 0 Residential Whole Building Performance Method A - Details ADDRESS: 690 N.E. 97th Street, MIAMI- SHORES, FL, 33138- PERMIT #: EnergyGaugeTN DCA Form 600A -2001 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 400.0 2.36 169.9 Single, Clear W 2.0 6.0 As -Built Total: 25.5 25.5 4.47 1.00 113.9 113.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 574.5 574.5 0.00 0.60 0.0 344.7 344.7 I Concrete, Int Insul, Exterior 5.0 Concrete, Int Insul, Exterior 5.0 As -Built Total: 174.5 400.0 574.5 0.90 0.90 157.1 360.0 517.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior I Base Total: 0.0 40.2 40.2 0.00 1.80 0.0 72.4 72.4 Exterior Wood As -Built Total: 40.2 40.2 2.80 112.6 112.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 400.0 400.0 0.10 40.0 40.0 Under Attic 30.0 As -Built Total: 400.0 0.10 X 1.00 400.0 40.0 40.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 80.0(p) 0.0 -2.1 0.00 -168.0 0.0 -168.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 80.0(p) 80.0 -2.10 -168.0 -168.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 400.0 -0.06 -24.0 400.0 -0.06 -24.0 Winter Base Points: 435.0 Winter As -Built Points: 591.6 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 435.0 0.6274 272.9 591.6 1.000 (1.009 x 1.137 x 1.00) 591.6 1.00 1.147 1.000 1.000 1.000 1.000 678.7 678.7 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 AS -BUILT 40.0 0.97 As -Built Total: 3 1.00 2149.20 1.00 6447.6 6447.6 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 4771 273 7107 12151 3793 679 6448 10920 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 40.0 0.97 As -Built Total: 3 1.00 2149.20 1.00 6447.6 6447.6 FORM 600A -2001 . WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI- SHORES, FL, 33138- PERMIT #: EnergyGaugeTm DCA Form 600A -2001 PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.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 corners; 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 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. Mr. & Mrs. Frame, 690 N.E. 97th Street, MIAMI - SHORES, FL, 33138- 1. New construction or existing Addition _ 2. Single family or multi - family Single family _ 3. Number of units, if multi - family I 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft 400 ft 7. Glass area & type a. Clear - single pane 25.5 ft b. Clear - double pane 0.0 ft _ c. Tint/other SHGC - single pane 0.0 ft d. Tint/other SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 80.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 174.5 ft b. Concrete, Int Insul, Exterior R =5.0, 400.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 100.0 ft b. N/A 12. Cooling systems a. PTAC and Room Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A _ c. Conservation credits (HR -Heat recovery, Solar DI-IP- Dedicated heat pump) R =30.0, 400.0 ft _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 12.0 kBtu/hr _ EER: 10.50 Cap: 9.8 kBtu/hr _ COP: 1.00 Cap: 40.0 gallons EF: 0.97 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergySta designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) r11ti111 ►7l1VZZC.J IL BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING' • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL JOB ADDRESS SO C • ? 7 57. APPLICANT Pe /1145 PHONE f# APPUCATION �®lrr SHEET OF MISCELLANEOUS DATE ZONING CRITIQUE SHEET o ver a_(lowc-c PERMIT NO. ADDRESS: E a (P. ��'�'I: f. is //. 3 1. Subject to compliance with all Federal, State, Cocmty,Ydtlage rules and regulations. Yglage assumes no responsibility for accuracy oflor results from these pisns. V LPGE 2. This copy of plans must be available or building site or no Inspection writ be conducted COMMENTS INITIALS 7 'Cb (' rgs, taigas 1=4 � c s /iv 4 Yee/ 4- 6 44e C. / iv/ TF?) !`o S ' Pl/9- &. /6 6' 0. 5 5e 76dcy- Fa/e iJ f1, y l3 A t l �J ( . li11l51 - 1 Fe- 0012 €Y.•e //9 /6 for col's/5797w! 1 5 %N./e f eat A--/ is 7. 137 Whist (s crow e- G ea.d 7 Lakf i5 FRG. O c. e , te pvT 4d/ iv ro5ure cs- he ,botte errgvn 6 F1-61 i i0F 010we4 1694 LOTkt Y®•I /4tePoPdSefi fled- re$.. iga,6 A G Cora szcaor' J 034 f D a budal wiodetos �/302 5ilePLax shads //, 3 U m;,2, `oOK Dv+ 5/--1. be . � /ef/ sae, sho Dn Ro®I PJ4 i w a-i is new 0,0 ze le) 0)rt Vzp c/ . / 4Je Orf 4iD SITE: /�� � NE .703 � -�- RE _.:w : Sh uC PAGE :CG:- -IIC7 /e✓ai -5 f s'h 17e04,C) 3 hie Fvej44 ( bV i:ydw a�- ext - 1, j. P c/levr �¢ 4/1 exis /, � e -tor 0P cedxs reeal mph p.„-„; 7 St D er 7- 7 /o 41644 ern f t daR-ed 41.41 ,Ye-1s ves yew r� flu,9 gkoNds FF 6c. • 847 hal aev, Cev/ I; Ceo . d# lev. IS 11,4z 0 2 074- P l a n is . /O, 75 /V6 VP), a5 h-aLtr P /Dvr Nevi w/d be C); item. S1O'J r repuwres A.0 ate - or "C S4, y 5 it exis¢it49 '' brti el114 ` Amte (-/ 0 • y kd is eXlS icy , wh %o yok O e c s heel- T . u 1s' /e per AA5C6 7 9i gec • 044) I L %l i P rn 6 2 11 - "c4el,.,. le_ 6 COMMUNITY NO. PANEL NO. 81./FYIE DATE OF FIRM FIRM ZONE BASE FLOOn ELEV. 120652 •0.093 J 7.17.95 "X" NONE z z 0 c., Cr; a z z c z W LL: tz d z z 0 0 GL. z 0 z z x • . •..• LEGAL DESCRIPTION: LOT .;_____L4 2 • • • BLOCK 1 O0 OF "AMENDED PLAT OF MI:NMI• SF'0 :FS ;SECTZ)N NO. 4" ACCORDING TO THE PLAT THEREOF AS RECORDED DI PLAT BOOK 1 5 AT PAGE 1 4 ,OF THE PUBLIC RECORDS OF Q A DE. • • 4 tUNW, FLORIDA. ,.CERTIFIED T0: ROBERT H . '4A;LF A!'tD; F;08AL NiDi•S . FRAME , MARK ATTORNEYS' • IT'LE I1SURANCE FUND, INC., AMT-RUST BANK, IT'S c.1 0 z PROPERTY ADDRESS: 680 N.E. 97th Street,Mianti Shores,Florida. *NOTICE: TFIS SURVEY FAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAPPED HEREON.THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY.* ROBERTO R. BRIZUELA & ASSOCIATES 121 N.W. 138 th Court MIAMI. FLORIDA 33182 PHONES: (305) 551 -4393 / 225 -1412 FLOOD INSURANCE RATE MAP INFORMATION I HEREBY CERTIFY: That the attached 'SKETCH OF SURVEY" of the above • deaabd property is correct to the beat of my knowledge and belief as rernntly surveyed nudge my direction, • and that t are no encroachments other that those shown, and swats the intent of the Minimum T. 'ni .t Standards set forth by the Florida Board at Land Surveyors in Chapter ECM of Florida Administrative Coda, pursuant to Bastion 472.027 of Florida Statutes. JOB NUMBER: 01- 0 6 - 12 6 FIELD BOCK: 1 C 9 - 01 FIELD WORK DATE: DRAWN DATE: DATE: REVISIONS: SUCCESSORS AND /OR ASSIGNS. •• ••• •• • 06 19 - •• • • .•. • . . . . • • . • • •• ''4 • : • ••• •• 'Q; ni -c74? ;.'• LOCATION MAP N.T.S. LOCATOR INDEX P. R. M. . P. C. P. . .F. L P. . S • P. • SET IRON PIpE 112' STAMPED F. D. H.. POUND DRILL HOLE S. D. H. - SET DRILL, HOLE CIL - CENTERLINE ES E. - RESIDENCE • LOWEST FLOOR ELEVATION F. F. E.. FINISH FLOOR ELEVATION "LEGEND" PERMANENT REFERENCE MONUMENT U. E. . PERMANENT CONTROL POINT W. F, . FOUND IRON PIPE R 6. N. D.. F.N.D._ & C. CL RAY UTILITY EASEMENT MEASURE RECORD SET NAIL & DISC STAMPED P. L. S. FOUND NAIL & DISC CONCRETE BLOCK STRUCTURE CLEAR ENCROACILMENT RIGHT OF WAY C. L. F.. CHAIN LINK FENCE SOURCE ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT RELATIVE TO MEAN SEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 BENCHMARK NO. SURVEYORS NOTES• 1- E:rainotion of ABSTRACT OF TITLE will have to be mad. to determine recorded instruments, if aoy, affecting this 2. Location and identlIlratIon of Utiht!ea f any, era shown in mordants with Recorded Plat. s- Deniers/Up is subject to OPINION OF TITLE. 4. T'ps of Survey: 'BOUNDARY SURVEY'. S This Surrey is Not Valid unless Signed and Sealed by the Surveyor of Record. S. All Right of Ways shown are Public unless otherwise noted. 7- Lends Sunsyed Si described. N� Undergrouod Installations On Improvem.nte Han Been Located. Ettcapt As SUBDIVISION, S. K•IMMEL,ES'DIRE ELEVATION LA PROFESSIONAL • SURVEYOR No. 3064 STATE OF FLORIDA • - , I kr 3c. SKETCH OF BOUNDARY SURVEY SCALE: 1"= 2 0 •Z' -;"" q 1 Y „ STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 10D -6, CONSTRUCTION PERMIT FOR: WI] New System [7,) Existing System [ Holding Tank [] Temporary /Experimental W] ] Repair [&j) Abandonment [,Y]• Other(Specify) APPLICANT: LOT: PROPERTY ID #: {f T A N K D R A I N F I E L D 0 T H E R LOCATION OF BENCHMARK: SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: PROPERTY STREET ADDRESS: `A,t BLOCK: 6- f 0 SUBDIVISION: t�. FILL REQUIRED: [A+`;.) A ) INCHES „ SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD -6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM.THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE. APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS ] [GALLONS / GPD] SEPTIC /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] [ ] [GALLONS / GPD] CAPACITY MULTI- CHAMBERED /IN SERIES:[ [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] ( ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE •RATE [ J PER 24 HRS NO. OF PUMPS: [ ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ " r , °)' ] SQUARE FEET SYSTEM TYPE SYSTEM: [ STANDARD [ ] FILLED CONFIGURATION: ( ] TRENCH [ /) BED ELEVATION OF PROPOSED SYSTEM SITE [ BOTTOM OF DRAINFIELD TO BE [ 11 ; r DH 4016, 10/96 (Replaces HRS -H Form 4016 (page 1] which may be used) (Stock Number: 5744- 001 - 4016 -0) ? AGENT: �1.. r / [SECTION /TOWNSHIP /RANGE /PARCEL NUMBER] [OR TAX ID NUMBER] O`L E - l9,5 — 11Z3[0Z. TITLE ? Applicant TITLE: FAC PERMIT # -BTU r , t/ DATE PAID ,/ - a - iI C.. FEE PAID $ ° RECEIPT # V-6' 9 11 / a ca 243 f et a (, it `.T [ [ ) MOUND [ ) ( ] ] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT ] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [g';'' INCHES • raj f EXPIRATION DATE: CHD Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character ID number for property. (Health Department may require property appraiser ID# or section /township /range /parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 10D -6, FAC. DRAINFIELD: Minimum specifications from Chapter 10D -6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. CONSTRUCTION PERMIT FOR: [ '] New System [•.] Repair APPLICANT: PROPERTY STREET ADDRESS: LOT: PROPERTY ID #: SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 10D -6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T A N K D R A I N F I E L D O T H E R STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Authority: Chapter 381, FS.& [,,%) ) Existing System [`'] Abandonment r. ' BLOCK: SUBDIVISION: ] [GALLONS / GPD] SEPTIC TANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] [GALLONS / GPD] CAPACITY MULTI - CHAMBERED /IN SERIES:[ ] ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS) ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE.RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] ( • SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ ] SQUARE FEET SYSTEM TYPE SYSTEM: [ - STANDARD [ ] FILLED [ ] MOUND [ ) CONFIGURATION: ( ] TRENCH [ , ;] BED ( ] LOCATION OF BENCHMARK: ELEVATION OF PROPOSED SYSTEM SITE BOTTOM OF DRAINFIELD TO BE [ FILL REQUIRED: (:' ] INCHES SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: DH 4016, 10/96 (Replaces HRS -H Form 4016 (page 1) which may be used) (Stock Number: 5744- 001 - 4016-0) ] Holding Tank [.`"] Temporary /Experimental J Other(Specify) [ j [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT ] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [r ] INCHES 0 ZL..'-2 1 OZ. Chapter 10D -6, FAC AGENT: TITLE: in staller /Contracter illl /_ PERMIT # DATE PAID FEE PAID $ RECEIPT # [SECTION /TOWNSHIP /RANGE /PARCEL NUMBER] [OR TAX ID NUMBER] TITLE :. CHD EXPIRATION DATE: Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character ID number for property. (Health Department may require property appraiser ID# or section /township /range /parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: DRAINFIELD: OTHER: SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: EXPIRATION DATE: Minimum specifications from Chapter 1OD -6, FAC. Minimum specifications from Chapter 10D -6, FAC. Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. Name of individual providing specifications. If designed by a registered engineer must be sealed. County Health Department personnel reviewing and approving permit. Date permit is issued by County Health Department. One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number Scale: Each block represents 5 feet and 1 inch = 50 feet. 1_1 • i Ei Jilt il milim III"' Will , ---77-7-----i MIN•li 111141 UM • mil lill III I I II II I IIIII! ! H h I: IP L. t :... l ■ -1 t / . ...u:p :::.3; mill 3: - l �r rr lll + 4 _ � _ t l ME :_: :n : :::o:_ nmg AO ■ T um ■ ■1. ■■•• ■ un /■, ■ �. ■, ■.■>.pl■n■.;■I —mn ■I� Inunnity um ■■/ � _._ .■■n../■..■/ ■ ■�.■ .. ■III/.... ■ ■: ■� ■■. : • ■ :i Ir � n•/II�. i ng 11111110 .. _ • ti ■ii■ ■ li: :il ■i. i , ■ ■/i ■ ' ■ ■H/■ 0M/ i ■ A ` �i:gi r MOMS //■ .:■.■// ; ih! l , Mi ■ � :: . - l • o. ■all owlets t Ul `M I�l N ■. iI3� m ::����� .a . .: : .: _t ■.■UI:: /..■.■.I�I■■�;.. / /3: ■■. I : ! _ _ ... :. i III■ ■■aid■ : ■.■s M ■■■■ ■ ■■ ; • ■ no ,�■■ IMINAMmi Mama - 11 - .1 • 1 t ma ■■ ■■■i■■..' ■■■■■i� w ti5151m t w ll■i' i li: % : : :a : . : :::C � 1 _ . _ r _ _ -i-- � ■ .. . : mom ■ U� I U.. ./■..■. .■.■■..■ ■ .■■ ammo _._ T . 1 .__ .._ .■■ . : :: 3 .■/ :: ■■ .// ■ ■■/ MMIMMM MMIMMI 3 UMMIEN 333 M . .■■■.■■.■■■.../ ■ ■■■■ ■ _ _ _ ■ n ,/ ... ■ .Irk U■ ■■�/../.■.■.../..■■. ..■■, ■ ; ■ ■■■■■■ ■■■ .. iii :: ■ ::.: ■ ■ : : :U ••. : :■•■. w� .:3�.�::3: :: ■ ..U..:.: 3 ,3.:./■.. _ M . . 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I II I II ■ ■■�■s■...... ■i! ii. ■�. ■ _U ..U..UI3 ■I. - Notes: Site Plan submitted by: Pr Plan Approved J By ALL CHAN ES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT OH 4015, 10198 (Replaces HRS-H Forth 4015 which may be used) (Slodi Number: 5744-002-40154) L G� PART II - SITE PLAN Signature Tide Not Approved Date 7/ ? 3 /ti 7- 1 ( County Health Department 4- /4. 6) ti) mod. n_ Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number PART II - SITE PLAN Scale: Each block represents 5 feet and 1 inch = 50 feet. AJ __t 1 A _ - s l 17 t II i i I 11 i Pi UM ■IO r .,_ Main WM IMRE i/• 1 F: t F IU R � "II■ 1.■ ■UII* 1 rall ■MP r L k lai U ISM N I PM • I ■� ■■ ■■ /■. ■■■■ 111•111111111 111111111imman NINNI MIS II 111110111801 I MI 11111IMO 111111 r i m MI _ M 1$ R • ass• um 1 L.. 5■ h •• • • 1 • I • 1P.1 e 111111 Y �. n :I t . pi! 1 i1 1. I I. 1. • it • • Notes: _J. • ON III Site Plan submitted by: k '._ Signature 011 4016, 1016 (Replaces HRS-H Fpm 4015 which may be used) Weber: rtber: 6744-002-4015. t j - - - i t J I 1 , -1 fl I f __ { I ' Ir 1 ,: 1.I 11_I + 1 1 1 I j l_1 Title Plan Approved , Not Approved Date B t County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT Page 2 of 3 TO: lc ii u ..�l. -..L -„ ❑ ❑ Mr. CS Septic & train Mc. YOU CLOG IT WE CLEAR IT mailing Address : P.O. Box 693239 Miami FL. 33269 Ph: Dade:- (305)651 -7859 / ( 305 ) 651 -5652 Ph: Brow: - ( 954) 927 - 2140 Fax: ( 305) 651 - 5610 19932 N. IN. 2nd Ave. Miami FL. 33169 PARS approved C.C. N 93 -1119 Licensed n insured SERVICES EN PUMP- OUT COST TANKS SEWER -JET Septic Tank Grease Trap Storm Drain Catch Basin Catch Basin / French Drain Soakage Pit Sludge / Grease removal Dirt / Sand removal X Hours System requires pressure cleaning / jetting of lines. LAYOUT OP SEPTIC SYSTEM TERMS S OF PAYMENT Cf <' EDOT CARD I 1 CASH ®OIL(LOG'I G CHECX ❑ ❑ ❑ SU - TOTAL SUB -TOTAL TOTAL [ESTIMATED COST r 1 WRlTTEN PROPOSAL LEFT WOTLh CUSTOMER Drainfield Jetting Jet main line Jet incoming - line Jet outgoing - line Jet internal - line Jet lateral line X Hours Pressure clean tank Date of Order ,Sfec P.O. No. SERVICE WARR e,NTY We are not responsible for roof or water damage or damage done to property, pipes or underground utilities or for damage done to old or faulty plumbing. UNDER NO CIRCUMSTANCES ARE WE LIABLE FOR CONSEQUENTIAL DAMAGE. By signing this contract, customer agrees that if payment is not received. for services rendered or if collection proceedings are necessary to III payment, customer shall be Liable to IMr. C's Somas t� Drain tne. and /or assignees for all costs and reasonable attorneys fees incurred to enforce its rights. r 1 Authorizefler above services. I knowledge the satisfactory completi n of work described above. ER D COST OTHER SERVICE COST I 0 Tank Lid Work Tel. Tank Repair 0 Baffle Repair / installation ❑ Line Repair / installation ❑ Locate tank ❑ X Hours r Septic Tank Inspection ❑ Snake Line ❑ Clear Toilet El Plumbing Repair SUB -TOTAL Pump cut ■ SOWG7 Jet ether YOU CLOGGED IT WE CLEARED IT , THANCXSS FOR CHOOSING MR. C'' SEPTIC and WORK ORDER / INVOICE 129 8 fll Commercial • El Drainfield jet - cleaned pumped to remove sludge and sand build - up in lines. Warranty is for ninety ( 90) days failure of the drainfield during the warranty period Mr. C's. Septic 8. Drain Inc. will credit $ towards the cost of a new drainfield. ❑ Drainfield system not working at this time, therefore service provided is only temporary and not under warranty. ❑ The service provided is a cleaning procedure and not under warranty. PAYMENT DETAILS Pe"OPOSED ESTIMATE TO CORRECT SEPTIC SYSTEM Estimated DESCRIPTION OF WORK Cost >- o a dng C> C G n q0// System requires new sq. ft. Drainfield. rite ,e ' ^fa El System requires new X Tank Lid. :rH) System requires new Gallon Tank. ° /f �-1 U 4 �� 6A, a G-� �U� D �S a rin � a n System requires ft. of new line. CI-0ARGEE FOR ZR7OE E4 DONE cm. SERVICE PER UNIT AMOUNT `PLICANT: STATE OF FLORIDA , DEPARTMENT OF HEALTH af ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS Me do k OT: / BLOCK: SUBDIVISION: •ROPERTY ID #: / Q o D U) t o 9 d/ UU0 PROPERTY SIZE CONFORMS TO SITE PLAN: [ TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: BENCHMARK /REFERENCE POINT LOCATION: THE MINIMUM SETBACK WHICH SURFACE WATER: We FT WELLS: PUBLIC: 6J /( FT BUILDING FOUNDATIONS: SITE EVALUATED BY: Munsell Color 1 USDA SOIL SERIES: Texture Depth to 0" to77 to to to to to to to OBSERVED WATER TABLE: 4/ INCHES - [ABOVE ESTIMATED WET SEASON WATER TABLE ELEVATI HIGH WATER TABLE VEGETATION: [ ] YES [1] NO SOIL TEXTURE/LO AN Ed SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [ RE S /ADDI IONAL CRITERIA: < c /7/ f_'^7r a /iii 4 ° DH 4015, 10/96 (Replaces HRS -H Form 4015 (Page 3] which may be used) (Stock Number: 5744- 003 - 4015 -1) deLA 17° 3 AGENT: A es fig' 0D,57.1-' 44 • itt..z Se" [ Section /Township /Range /Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ] YES [ ] NO NET USABLE AREA AVAILABLE: .01 CF S GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER- TABLE 2] GALLONS PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] SQFT UNOBSTRUCTED AREA REQUIRED: 4E0 SQFT ELEVATION OF PROPOSED SYSTEM SITE IS A^ [INCHE FT [ABOVE /E BENCHMARK /REFERENCE POINT CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: DITCHES /SW• ES: /000 FT NORMALLY WET? [ ] YES [Vl NO LIMITED USE: ,4;41 FT PRIVATE: y`. \8 FT NON- POTABLE: ( FT 4 ; FT PROPERT "LINES: r FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [/N0 10 YEAR FLOODING? [ ] YES [iNO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL /NGVD SITE ELEVATION: 6 °, M FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 ,.(f"•1p SOIL PROFILE INFORMATION SITE 2 Munsell Color Texture Depth / NN9IL rQ f USDA SOIL SERIES: I , Sy A L to ` e) to to to to to to to to BELOW] EXISTING GRADE. TYPE: [PERCHED APPARENT] INCHES [ ABOVE / BELOV 0 ,�EX ,/' TIN�G GRADE. M0TTLING�, , ��, a ]SES 21 NO DE TH: INCHES DEPTH OF EXCAVATION: OTHER ( CIFY) era BED DATE. 7 V INCHES Page 3 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section /township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: Record the estimated sewage flow for the establishment from Table I (residence) or Table 2 (non - residential), Chapter 10D -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - ]SHOT [ - ]SHOT [ - ]SHOT B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 120652 - 0093 J 03 - 02 - 94 07 17 "X" NONE BUILDING OWNER'S NAME Robert Frame CITY Miami Shores FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 680 N.E. 97th Street STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Tors 1 and 2, Block 100 in PR:15 - 14. Dade County.Florida. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): ( ##° - ##' - ##.##° or ##.#### #°) L NAD 1927 L. NAD 1983 ❑ a) Top of bottom floor (including basement or enclosure) A PTI ES R.W. 136th Court SIGNATURE FEMA Form 81 -31, AUG 99 LJ USGS Quad Map SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑ c) Bottom of lowest horizontal structural member (V zones only) — .— ft.(m) ❑ d) Attached garage (top of slab) e -eESc. �� �r ('o - ¢77dcAaf) ft.(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building 9' O • _cv ❑ f) Lowest adjacent grade (LAG) '• 3 . ❑ g) Highest adjacent grade (HAG) Sr 5G . m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h — sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION C R am DATE TELEPHONE 06 -19 -7001 (105)551 -4393 O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 11 Other. 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 0093 — J B2. COUNTY NAME DADE COUNTY B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1—J FIS Profile FIRM 1_1 Community Determined IJ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: NGVD 1_1 NAVD 1988 1J Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L J Yes 'Lc] No Designation Date: • C1. Building elevations are based on: I_LConstruction Drawings* L_LBuilding Under Construction* 1 LFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum . Conversion /Comments -"/4 Elevation reference mark used 4/-6o3 E`er 7 A7 Does the elevation reference mark used appear on the FIRM? LJ Yes 3 G fd(m) ❑ b) Top of next higher floor — — ft.(m) N _N 1' 2 Ea w m z 3 I1 No This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. IIunderstand tth any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. - Ko b e r t EB r i z u e l a LICENSE NUMBER 3064 T 1 1 ' T rof Land Surveyor and Mapper laiWit AND ASSOC., INC. STATE ZIP CODE FT. 33182 - 1957 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. 680 N.E. 97th Street CITY STATE Miami Shores FL ZIP CODE COMMENTS For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. REFERS TO F.B.NO. /U, ,PAGE / o <.f 7c› 17 -�'a�G O•� •` i�c�rz •—c /P-se A/c 4 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LL) ft.(m) LLIin.(cm) LI above or LI below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?' I Yes LI No LI Unknown..The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIV4CERTIFICATION, The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a qMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) 7 ���•9ril� I -I Check here if attachments I_I Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LJ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I I 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. LI The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for L. New Construction LI Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, AUG 99 G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED TITLE TELEPHONE DATE ft.(m) Datum: . ft.(m) Datum: I Check here if attachments REPLACES ALL PREVIOUS EDITIONS attached survey, performed by Further, Affiant sayeth naught. AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, 7 \ O b QC- �lb,m� , does hereby attest that the (property owner) ■ oP nv Ptia 4 A tiYl dEL .EN 2 la, /f i (1 tety ,::::.A.1 HUMBER ?...). � OF OP MI O V: _ 5,nCJ'? ameofsurve .iscompa ) performed on ,47.-.1 9 ^ ®1 , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Affiant/Property owner Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day o Z,D 0 Affiant is t/ personally known to me, produced as identification.