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DRIVEWAY
Date Type Insp'n Permit No. Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build' g Inspection Request Company Phone # A - ovoy For Inspectoi: "7 ! 7 / & Approved ❑ Re- Insp'n Fee ❑ 101 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time o e e a t Type Insp'nr bL /l ' Permit No. P 7O Name Address ' Company Phone # For Inspect r: 0 Name & Re- Insp'n Fee b �� Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request me Address f S , 1,J1 Company Phone # For Inspector) _j i / / O a_j3 Name & Date Approved '‘if e -r a ■ C.c I R t w 4- y Re Insp'n Fee L/ ( / 7r Date Type Insp'n Permit No. Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time Company Phone # For Inspector: ame & D Approved ii' 1 11 Correction Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -2012 Printed: 12 /6/2002 Applicant: CRAIG Owner: STEVENS JOB ADDRESS: 245 NE 99 ll Contractor UNITECH BUILDERS CORP CJ� Local Phone: Parcel # 1132060134550 Fees: Description Amount FEE2002 -6990 Buildier's Bond $300.00 FEE2002 -6991 CCF $0.60 FEE2002 -6992 Notary Fee $5.00 FEE2002 -6993 Building Permit Application Fee $60.00 Total Fees: $365.60 Total Fees: $365.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/19/2003 Building Permit STEVENS CRAIG ST Contractor's Address: 16155 SW 117 AVE B24 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 17 & E1/2 OF LOT 16 BLK 33 LOT SIZE Construction Value: (Contractor or Builder) BY: $800.00 Page 1 of 1 Work: PAVE DRIVEWAY /SWALE AREA 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. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: / v (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, s r employe REG C01 121102 101 P'GM 003354 r6cs" PERMIT NO. .- ADDRESS: - MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT• SECTION BY DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL Subject to compliance with aft Federal. State. County, Village rotes and regulations. Waage assumes no responslbWty for accuracy of(or results (rasa these plans. 2. This copy of plans must be available oa building site or no Inspection wtfl be conducted. JOB ADDRESS _ ys /v �' 17 ST APPLICANT 5 rj V eS PHONE ## APPLICATION SHEET OF MISCELLANEOUS DATE ZONINy� CRITIQUE SHEET COMMENTS 0 ().i 71 -01 (v lsty 5'&' 4 ad- - AOOie .dam T 7 /i/3 T /'i r /ewe ;e.7- € ri * 2 A INITIALS 41 62, ‘ 011 . 1101111116 4 1 P 4. • If,9E QLya /YNYA A e Arc (lislance NC • Air Conhlioniog Pail 11 C 11 Ci .• Calculalyd C n. • ['sick !Win 1' 11 CI n C.Ieai 1: /I. r. Crnln 11ne • :, ll r.'r CM: a r ncsoschmen1 G 1 1' • Clrcl.onlc 11•nslonnri Viol 111 f 1 P • Found lion Pipe f 1 It • fu.uul lion 11...1 h1 0 II • 0vethany 0 (l. • 0111r.sI tlecnrds hoot 1' fl • I'Ial (look P C e l'olnl nl Cuivalnir 1'A. • Properly 1Ins 1' 0 0. r PowuI of (lwpinnln 1) P • 111111Iy Polo W M. a Wale' Meter Nolo FLOOD ZONE: X FLOOD INFORMATION: Coauaulllly niilbcr: ].20652 Panel nnulher /MAP : 1 2 0 2 5 C0 0 9 3 Suffix: 1 Dole: Huse I' :I(1'011i: 4111 1'.1 1.111 11 11111111'1 I ii,: SII:N,1 (1 AND 1111: 1 :111.11.11.1IS1:I1 61:,11.111' 11 1111111 1 1.11'114Sr.11 51 AND 61. 1.1.11 PROPERTY OF: Stevens, Craig J 3 -02 -94 Not Available ■ 16uwsnl l•nu nernnls Concoln Illiock Slnu:hun l'nur rlw • I I •• • Alr..sierd • _ A BOUNDARY_ .... .. ,igmy 1 here's (ends Arai Ihr use srs o•prr- senled her eon nse1:11 Ihr Itch/sisal slain! 4011 see hullo hs Ihr Iloa,J ul land Surveyors u. rl.aprei 6I( ;17.6 Ilorida .Wmiuiis alive Code put wait' his • Serlion 472.02 Ila. Slallles there aie rro encroaching..., nvr.1 ups. ea I(nu,.i apprarinl( on 11,. 1'IM, olio., than as •hosvn :ecru, �► • Nil , • • ••• •_ • • ••• •• •• • • • •• •• • • • • • • • • • • • ; • • • ••• • • • (1111 - (tv.d.wadl'lillly Ions. i• 1 �•• P t (' - 1' ' 1 1,1 CmoipnunJ Cioivn I'(I I' f 1 (: = 1."14,1 .d s :nnuisrnrnmrul 1' II C .1 ' Ctnlisl Auyle I'IIgc2Of2 • • • • • • • 1 nulldh.p = (ho.JJ.tisienca • • reln•Ingue ' • • • (II•. I I'.SanI • • • • �rl•IIo, I Cco.lnll: V411cs)111alu •Mel • • ••• r I'sya Pulul nl nover•w (:sousluu •• • • • •• •• •• • • • • • • • • • • •• •• 14 a Iladlus RAI). II Iladlal 1INV • Illold of Way Section SCII. - . 5.1.1'. • Sol Iron Plp• SWI(• Sidewalk (1 I. 1,1114 f ■nronnl a) All Clearances :Ind /or cncruaelmienls sho11•n hereon are of apparent n ;ltnre.l?ence ownership .11)• visual means. Legal ownership of fences nil d &lernlined. Is) The issue tit this surrey is only for the esclusire and specific use of Ihuse persons, parlies it inslilililms shnlyn in the Cerlificalion. Any iillier inlcn(Ie(I use a ill require milieu approval from the certifying survel'Ir or firm. c) Code reslriClions and lille search are nnl reflected on (Ills survey. (I) Underground ullilics and encruacliments iI ony, not localed. (•) The Ilona Inform :Dion shown hereon Ours nnl imply 115:51 the referenced property 2 ill or mill ins Ile free front Molding fie danmge a floes iiI create Iislhilil�' i n Ihr p:i. l 111 the firm, any officer or employee thereof, for ally damage Olaf resulls (ruin reliance 011 said inform:Ilion. 1) The lands depicted hereon %%ere surveyed per the legal description and no claims as III ilynership nr 'millers of Illle are made it implied. Hearings, If ai 2',11 lu nu -- __. - ---- • - _ - - (1 elerence) CI ?I(TII ?1) 'I•(): _— Rapid Title Services Company, Commonwealth Land Title Insurance Company, Stevens, Craig and ABN AMR() Mortgage. Group, Inc., its 'sIlccessors and /or assigns. 245 N.L. 99th Street, Miami Shores, Florida 1.ANNI':.S AND (;AI(( IA, INC', 1..11. 11 2(1911 tills (YI' :YOns- I11A19'1' :flu-- I,AN1) 19.ANNI':US ERNESTO E.'NSPINOSA #2946` 1111irr nddreas:.15') Alftt,n1' Avenue. e. ('oral 1 :01lr%, l'l11lidn ,1.11.1.1 1.11151 n(, ,1 l.•7'In') ('15.1) 52.1 II6a.1 7741. I'II•:I.,I) 1)A•1'1.: 'E: ),1 :�.. N (' i is 1)I(/t VN 11Y 1)I(1V(;, N() �I�111... (1( 1a V ► \'Ida AND \t re e /w l td —OJJ le 110 2:0 5 atigalaoisousea 12-13-99 "Certified To" .revi sc d 4 ._ ..N( ..W1 i • • • • • • • • • • • .. • • • • • • • • • • • .. •••• • • .. • • •••• ••• . • • • . • • .. .. .. • • • • • • • •••• • • • • • • •••• • • • • • • • • .. • .. • ■ PROPERTY OF: Stevens, :Craig 245 N.E. •99th Street, Miami Shores, A111 141.111111111111 1111..111 :VA 1PM1 A%D rlll: IINI1:I.41. 11.11YCU \I:A1. 111 11.1114I0A I.11'C.v.1:U■I'N111 .4IU, \IArIN A BOUNDARY SURVEY 1 tiered. cem y that the starve? repre- sented hereon meets the mus/mum technical standards it forth by the Saud of Land Surveyors in chapter 610174 Florida Administrative Code pursuant to :talon 47_1r. Fa. Statutes. The•. a are no - encroacfrments. overlaps, easements appear - : on the Plat. other than as sho hereto. / /t M11►. 7Y•vY.Y AJI• �.a6 u r E5 PIr�Sa Office address: 359 AlracarAvenue. ('oral Cables. Florida 3.11.14 1305) 6611-%9119 19541 S2.1 -1166J F1F :L1) DATE /x//0 Florida 33138 I.ANNE:ti AND (.ARCIA. INC. # 2119 1VltVF:l ORS -MA1 ERN -LAND PLANERS ERNESTO E. ESPINOSA #2946' SCALE / • DRAWN BY • ,v . /0' ST • n,7 ,a4,4' r/.7 • • ••• • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • ••• • • >. ••• •' • .• •• . .•• . . .. . .•.•:.•,... • . •'• .• • • • • '• • • . ' • • • • • ' • • • • • ••• This property described as: All o f, 1,7. wid, he 1/2 of Lot. U.; rixot1{ 2.3 G. AN AMEI$Dtd t Atf..0�' ; MIAMI SXdTr5N . 1 , according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. DRWG. NZ1 110205 6 -21 -02 Recertified, Certified To and name revised 1 i ai • .' i i • • ••• • • •• • • • f • • •• •• • • • • • k • • • • • • P • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• OFFICE: 4201 Lt JEUNE D. CORAL GABLE'S. FLA. 3E114 LOT rss SUBDIVISION LOCATION SKETCH n /r4z i ti - 77F ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO. /0 AT PACE NO. 70 PUBLIC RECORDS OF n A: COUNTY, FLORIDA. DATE: Z4A1 /h ? FOR: m-= 13G"'" AZ ,v E /.\. SURVEY OF r /( G. ..' r.? a 1 4 40r /' E' /.2,'E i 7F M /AAil A -,Uc,t eT /ON O. / 7.t THOMAS J. KELLY IyC LAND SURVEYOR MIAW, FLORIDA SURVEY NUMBER- 7e - L39 SCALE 1" -r P€9 .�.'F_ ct / / ` A '. ,'. - = 0 ' r,'' • ( . h % •'•. ! [I c r.r c r � 7T7'7.Z Z7'. •• BLOCK 33 •-: E' w' a L.1( TELEPHONE: I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction. I further certify that this survey meets the minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. There are n. ncroschments. egiste,Fed Engin Bred Land State of Florida LU 4 l 11 rR 4 LOT NTAILS . n KALE 1" • ZO • ORT10E: 4201 Lt JEUNE RD. CORAL GABLES. FLA. 3$144 LOT r // LOCATION SKETCH 0CA yz. SUBDIVISION F'[a r or M /nf. /, sEcr /ow vo / ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO, /0 AT PAGE N0, 70 PUBLIC RECORDS OF z) .-A c•& COUNTY, FLORIDA. DATE: Z4A). / /^)? FOR: vLY C3z+..cEAZ N G.0 /G oA c. n , • . ec, . Q A 4 SCALE 1" _ • -�"'' ..�T<.: /S' .4L' �n / V n �aC � 7 L. •D • 4_ a Q •? rl /)' ( ._ . � —r MI rss rrr�ar...rrrrr..r- I c ti• 7.v• .V e.a 10E L6Y IN C. LAND SURVIVOR MIAMI, FLORIDA SURVEY NUMBER- 7kk - 6') V ;\I ,'_ •,- � " 4,. 1 ,. r•, ' 4 E N N • L.. y. b SURVEY OF Gt L L (2 LOT /�•En/ / 7 BLOCK 33 I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction. I further certify that this survey meets the minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. There are nq'ncro chments. ,Registe,Fed Engin (,gg,g irrered Land State of Florida / ocv! +rte s a LOT MITAILI b !' v.? c •F TELEPHONE: 41444402 icy.t 1" ■ Zo' rit• CONTRACTOR Name 1,31 - ret J A T i LcEa9 License No. e 0. 54 1 q •02 Address • 309-' l - A; 4( ) ,U 1i� IOc i IAikm% i r LA,3-,I37 Telephone S 2en i C. � Fax J — l2^ , 1 Cs 10 Qualifier Nam _ e PROPERTY OWNER ■ Name Cr4t; 9 sevens Address 245 ME c ic *`' s ini i 5 -orez, FL. 3313k Home Telephone Business Telephone 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 Step 1. •••• • •••••• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • 1 : D om : • • •• •••• • • • • • • • • • • • • • • • •• • •• •• • • • ••• Master Permit No. Subsidiary Permit No. PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the NIiami Shores Village: Comple4et? a att hgd'Rerttto:Itc'ativf *hick must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or t9Qe tptlot fQr VaiEreeaccurattprocessing of your application. If roofing work will be done, a roofing application must be submit- ted along Nitltthi's ptrmitepptieation. • 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. A PPLICATION X . Job Address: 2+5i 99&12-tre G Address Ap e PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax VI/t.� 1 (SL ores FS- 33 t 3 ' City State Zip Folio Number scription of Work pAA. "" ` e)wei is i,,, a ) °` Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property slue of Work 4 3 ' l a ° o Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 2�6 � 3 , 0110 Page 2 1 11PORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT,sJVIEPeRM1';C4RO. Applying fora permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Prldey from 7:30 en. to 0:00 p.nf.,% d S tdl'day 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 DEBAR. • • • • • • • • • • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLE$,'AND It,A' T334USI FAA 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 t brochure at Vil ge Hall on Construction Lien Law and Choosing a Contractor. STAiTE /OF FLORIDA, OF MIAMI -DADE Signatiire df Owner GrIC N Print Name --J SEAL: ature of N L tS— - s Public - nd subscribed before me tl i2,. / day / A tate o Srida Angels Mst 150048 :� row „, My Commission DD O4B 5, 200 . xprres November Personally kr�wrt' 'OR, Produced Identification • T TE FLO I gnature of ontractor Q iffier Print Name m to and subscribed before me t day f 0 Ji IL gnature • flCotary Pu SEAL: • •• •• • • • •• •• • • • • • • • • • • • • ••• • • ••• � [ T APPLICATION OUNTY OF MIAMI -DADE lic - State of Florida Angela M Bed • My Commission DD18 • or Expires November 1 5, 2008 Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced:FAD ELECTRICAL •rviE. Minimum Fee ;ft Y. Tvri.: 41•Yer; • QTV. rvii: Outlet, Appliance QTY. TvPi.: Service Repair Q IN. A/C Central 1 -3 T&T • • • Iran' "' •• Soakage Pit Outlet, Wall Bath Tub Service, Temporary Drinking Fountain A/C Central 4 -7 Ton Miscellaneous Repairs Fire Pump Solar Water Heater Outlet, Switch Bidet Signs . A/C Central 8 -15 Ton Pool Piping Fixture - Fluorescent Sprinkler Repair Oven Cap - Fixture Space Heater (kw) Fountain A/C Central 16-20 Ton Pump and Abandon Fixture Light Sprinkler System Parking Lot Lights Cap - Water Spas/Hot Tubs Gas - Appliance A/C Central 20+ Ton Pump, Domestic Flood Lights Supply, AC Well Plugmold/Strip Cap - Sewer Subfeeds, No. of Amps Gas - Natural A/C Window Pump, Fire Stand FPL - Load Central Temporary Toilet Posts Catch Basin Swim Pool, Commercial Gas - Propane Air Conditioners Pump, Re- circulate Garbage Disposal Temporary Water Closet Range/Range Top Clothes Washer Swim Pool, Residential Gas Piping Chiller Pump, Replace - Pool Generators, etc. Urinal Receptacles Dental Chair Switchboards Grease Trap Clear Violations Pump, Sprinkler Heat Recovery Utility - Sewer Refrigerator, Comm. (p/PH) Discharge Well Temp Serv., Construction Ice Maker Compactor Pump, Sump Low -volt, Burglar Utility - Water Refrigerator, Domestic Dishwasher Temp for Test - 30 days Indirect Wastes Deep Freezer Relay Repair Low -volt, Fire Vacuum Pump Renew - Temp Service Disposal Interceptor Demolition Roof Inlet Low -volt, Intercom/Teleph. Water Closet Repair Circuits Domestic Well Laundry Tray Dishwasher Septic Connection Low -volt, Television Water Heater Service, Number of Amps Drainfield, 4" Tile/Res. Lavatory MECHANICAL TYPE Minimum Fee QTV. TYPE. Condensate Drain QTY. TYPE, Generator QTV. TYPE. Refrigeration, Tons QTY. Mr A/C Central, Tons Miscellaneous Fixture Cooling Tower Soakage Pit Heating Strips, each Bath Tub Vent Hood, Cost Drinking Fountain A/C Wall/Win. Tons Miscellaneous Repairs Dryer Vents, Number of Solar Water Heater Paint Booth Bidet Ventilation, Cost . Air Handler, Tons Pool Piping Ductwork, Cost of Sprinkler Repair Piping, Flammable Liquid Cap - Fixture Periodic Inspections Fountain Barbecue Pump and Abandon Fire Sprinkler System Sprinkler System Process/Pressure Piping Cap - Water Gas - Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of Supply, AC Well Pressure Vessel Cap - Sewer Gas - Natural PLUMBING 1'YPE. QTY. TYPE QTY. TypE QTV. TYPE Q " 1'V. A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit 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 •• • • • • • . . • a INSTRUCTIO •Please decate tl �e evpe•of work being performed and quantity(ies) in the space provided below. ••• RECEIVED AND REVIEWED BY: DATE: SECTION BY D TE /) �- Zoning 4E ,��0 Electrical Mechanical Plumbing Fire Public Works Structural (. Z-Z.— Building Official Page 4 OFFICE USE ONLY CIIECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village fond Rc -• Metropolitan Dade County (C.C.F.) $ / 0 Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary REVIEWED AND PREPARED BY: - ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ c° Q 6 ( x .60 x/1000 ) (¢.005 / sq.ft.) (¢.01 /sq.ft.) • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • P,glsi[IT APPLICATION • • ... • • .•• . • . . • • • I CONDO ASSOCIATION APPROVAL (Attach) •• ••. •• • • • .. • • • • • • • • • 4' BPR I1PPROVA . QL4stadrants) • • • • • • • • • •• ••• • • • • • •• ❑ CONTRACTOR REGISTRATION (On File) TOTAL $3 0 ISSUING OFFICIAL DATE: CONDITION OF A PPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Date Legal Description 4/237(N7 Owner / Lessee / Tenant STit ALL -' 8E 6n (' E a Master Permit # Owner's Address WORK DESCRIPTION Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE g Job Address ,,2_L1 b AJ C. Tax Folio Phone Contracting Co. /J U7 COP.011 . l Oia? Address /A6 Nf =737J --i Qualifier t 1/i1 i- .E/wi- . e /" St%/ V Phone (7tz.-6,,c--;07 State ikIWAD5WMunicipal # Competency #(I OZ ns.Co. koire( Itfi ) (As . Architect /Engineer Address Bonding Company Mortgagor fr ///6 Permit Type(circle one : BUILDING" ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Address Address Estimated Cost(value) 2375: 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authori e the above -named contractor to do the work stated. ifr/ S ature o >F;I,, to 0 and /o P r Fidnt oMY alretiatin CC 545725 EXPIRES: April 7, 2000 f ^''' Banded Thar Notary Public Underwriters President M ** * APPROVED: * * * Zoning Mechanical Fire FEES: PERMIT VOI RADON C.C.F. ✓ 0 Buildin er- Builder Sig re of Contractor _S Y' Date: oici g Notary as to Contractor or u P Y Pe/ B OFFICIAL NOTARY SEAL <% : AHURA M MONTIEL * CCMCMISSION NUMBER alt,' CC40126 "!" w r L� ° My COMMISSION .EXP. FOF F\.0 MM. 17 1 f3! Owner- Builder L * r DUE 40' �j, Other V�' Electrical Plumbing Engineerin _ ,S{rccrr�, u7/98 METROOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Acceptance No.:94- 1117.01 Expires:09 /14/98 SERIES DORAL 3 ALUMINUM OUT SWING -PATIO DOOR METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375.290E PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 3724339 Your application for Product Approval of: Series Doral 3 Aluminum Out -Swing Patio Door under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. au l ICOOtIguez Product Control Supervisor THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:09 /14/95 - s anger, Director Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Windows & Doors ACCEPTANCE No.: 94.111701 - 2 - APPROVED EXPIRES • SEP 1 4 1998 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS SEP 1 4 1995 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing patio door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, ns determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3, 1.2 Model Desipnnlion; Series Dorni 3 Aluminum Out - Swinging Patio Door (high Rise) 1.3 Overall Size: 6'- 0" wide by 8'- 0" (96 ") high x 4" deep. 1.4 Configuration XX 1.5 No. & Size of Paneb: Two, one active panel, 34 1/2" by 94 1/2" high; one in- active panel, 35 1 /8" by 94 1/2" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloy 6063 -T6 & 6063 -T5. 2.2 Ginxing 2.2.1 Glazing Material; Full light, 3/16" tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and an extruded aluminum snap - on glazing bead, with vinyl wedge between bead and glass. 2.2.3 Daylight enlna Size: 27 1/2" wide by 87 1/2" 2.3 Frame Construction: 2.3.1 Head: An atrium frame head, 3/4" face x 4" deep x .078" wall thickness extruded aluminum channel with a 1/2" x 1/2" pocket, two screw splines and one door stop fin, is used. 2.3.2 ,Jamb; A I I/2" face x 4" deep x .078" wall thickness extruded aluminum open back tube with one door stop fin is used at the jambs. 2.3.3 Threshold; Bumper threshold is an open back extrusion 4" wide x 1/2" and 1 1/4" high x .062" wall thickness with a 1/2" x 1/2" pocket, a groove for a vinyl bulb and two screw splines. A 2" long aluminum angle is attached, making the overall interior sill flange 3 3/8" high. 2.3.4 Corner construction; Corners are butt joined, frame sill corners are secured with two 1110 x 1" SMS, Frame head corners are secured with four 010 x 1" SMS and each fixed light corner is secured with two 010 x I" SMS. 2.4 Panel Construction: 2.4.1Stilm Consist of 1 3/4" deep x 3" face x .093" and .062" wall thickness extruded aluminum hollow with two legs at one end designed to receive a glass adaptor and a snap -on glazing bend for glazing. Glazing subframe is fastened around the perimeter to rail and stiles using 06 x 1" SMS. 2.4.2 Bails: A residential top and bottom rail, 1 3/4" deep x 3" face x .078" wall thickness extruded aluminum hollow with two legs at both ends designed to receive a glazing subframe adaptor and a snnp -on glazing bead for glazing. Markel Perez, P.E. Plans Examiner 11 Product Control Division Security Aluminum Windows Sr Doors ACCEPTANCE No.: 94-1117 01 One Three Four One Four APPROVED : SEP 1 4 1995 EXPIRES : SEP 1 4 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.3 Corner construction; Panel corners are butt joined, top and bottom rails are secured stiles with a 1/2" diem. x full length steel threaded rod, using a 1 1/2" wide x 2 3/4" long x 1/4" thick aluminum block rod guide held in place with 2 #8 tek screws, two 1/2" nut and a washer at each end. 2.5 Weatherstripping; Quantity Description J.ocatlon Single row Vinyl flap at weatherstrip adapter (astragal) at each lock stile. Single row Vinyl bulb at frame sill. Single row Pile with integral plastic lin at aluminum angle sill riser. Single row Vinyl bulb at frame head. Single row Vinyl bulb at frame jamb. Double row Pile with integral plastic fin at each panel bottom rail. 2.6 Hardware; Quantity . Description Location One . Standard steel throw bolt lock at each active panel lock stile, 39 1/2" from bottom. key operated on the exterior and thumb turn on interior, Conventional Iockset with lever type operator handle. Butt Hinges 4" long, 2 cylinders with .312 dia. x 2 1/2" alum. pin Standard flush bolts Manually operated. Strike plate for latch and bolt I" x 7 112" x .060" thick. Standard flush bolts Manually operated. Two Aluminum astragal/gap closure 2.7 Weepholes; None 2.8 Muntlns: None 2.9 Reinforcement; Ouanti y Description One 2" x 1" x 1/8" aluminum angle sill riser (overall interior sill flange = 3 3/8" at each active panel lock stile, near midspan. at each panel jamb stile. one each at 3 1/2" from top and bottom, and one at midspan. at top and bottom of each active and inactive panel lock stile. at inactive leaf, near midspan. at top and bottom of each active and inactive panel lock stile. Concealed in inactive panel and on interior side of active panel. at each active and inactive door stile (full length) Vocation at bumper threshold, long leg vertical and short kg attached w/ four #8 x 1/2" SMS to high side of threshold. - 2a - Maltuel Perez, P.E. PI ad4 Examiner 11 Product Control Division S Sri y Aluminum Windows & Doors ACCEPTANCE No.: 94- 1117.01 - 2b - APPROVED STEP 1 4 1995 EXPIRES : SEP 1 4 1998 NOTICE. OF ACCEPTANCE: SPII'1FIC CONDITIONS 2.10 Sealants )ti Pads; The following are sealed with Schnee- Morehead 5504 sealant: each lower panel corner on interior, each lower frame corner, each installation screw in frame sill and each jamb and bottom glazing bead at each panel on interior. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The following configurations shall also qualify under this approval: X. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Four #I2 x 3" Pan Head SKIS located at 6" from each corner and each side of midspan. HEAD : Four #12 x 3" Pan 1-lead SMS located at 6" from each corner and each side of midspan. JAMBS : #12 x 3" Pan Head SMS located 6" from corners and the rest at 19 7/8" o.c. Note- Please see note #11 Page 1 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in . compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building: 6.1.3 Manufacturer's installation instructions. M anl+el Perez, P.E. Pladj Examiner I1 Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION © 1.57 PSF PA 202.94 (0.37 CFM /FT') 0.27 CFM/FT' MTL -16160 ---- - - - - -- WATER RESISTANCE (PSF) PA 202.94 -' +11.70 PSF MTL -16160 +78.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +87.0 PSF MTL -16160 +58.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202.94 NEGATIVE 30 Seconds -87.0 PSF MTL -16160 -58.0 PSF MTL -16160 FORCED -ENTRY RESISTANCE (FER) PA 202 -94 & SFBC 3603.2(b)(5) SATISFACTORY MTL• 16160 Design P Ire Rating (Pmillve) +58.0 PSF Design Pressure Rn(ing(Negative) -58.0 PSF Security Aluminum Windows & Doors ACCEPTANCE No.: 94- 1117 .01 APPROVED EXPIRES SR' 1 4 1995 SEP 1 4 1998 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITION. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 • 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 and SFBC 3603.2(b)(5). along with installation diagram of an aluminum out - swinging patio door with fixed light prepared by Miami Testing Laboratory, Inc. No. MTL -16160 dated July 7, 1994 signed and sealed by Davin Gale Ober, P.E. 8.2 Drawings: 8.2.1 Manufacturers die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets 1 thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages I thru 3, prepared by AI- Farooq Corp. dated 07/21/95, signed and sealed by Humayoun Farooq, P.E. -2c- MaAtleLPerez, P.E. Plan xamincr 11 Product Control Division 9. COMPARATIVE ANALYSIS: SECURITY WINDOWS 7 -21 -95 SERIES DORAL OUT - SIVING!NO PATIO DOOR COMPARATIVE ANALYSIS CHART EASED ON MIL-141100F T-1-1M TEST 512E . 7r PPP • 2 LW (NOMINAL 01•3.) TEST LOADS - •11D - 110 r5/ EQUIV. OESION LOADS • • SSD -SID P3? WATER INFILTRATION TEST - 11.7 PSF S HMO I LEAP 3 POINT LOCK ON ACTIVE LEAP 3nr TEMPERED OLASS - 140 MUNIINS 1 - WO bon NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Pu,r 22.1 2 -LEAF PREPARED ET. AL -CAROM) CORPORATION 1235 S.W. 972,. AVENUE MIAMI. FL. 33174 PH.1305) 284-E100 Note ..41112. Ann IK6nL1 T0T n A20Nt1CLI.IR UfnAICA W.N TO n 1 P W -2d- ACCEPTANCE No.: 94- 1117.01 APPROVED SEP 1 4 1995 EXPIRES : SEP 1 41998 Pl. IOW • JUL 2 4 1995 Ma 1 Perez, P.E. Plans .f aminer 11 Product Control Division ACCEPTANCE No.: 94- 1117.01 APPROVED : SFP 1 4 MIS EXPIRES : SIP 1 4 1998 NOTICE OF ACCEPTANCE: SP ECIFIC' CONDITIONS 10. TYPICAL ELEVATION . 1 . r . . • tae •• r:sK-•s -2c- r 1.///// Manbel Perez, P.G. Plans ambler 11 Product Control Division ACCEPTANCE No.:� 7 APPROVED :: _slp 1 4 1 §91 EXPIRES : 98 NOTICE OF ACrF.PTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, Including test supporting data. engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: "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 • 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. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; Is) 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 Dade County. Florida. and followed by the expiration date may be displayed In advertising literature. Irony ponion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy atlas 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for temtination and removal of Acceptance. 9. This Acceptance contains pages I, 2. 2(a) through 2(e) and this last page 3. jtetns 10. 11 & 12 listed below onb apply to glazed products and doors 10. Unless specifically Indicated in the Acceptance (approval). this unit is approved as a single unit installation. for multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section 1 1. The spacing of fasteners at window sills shall bo as tasted. The spacing of fasteners In nil other puns of the fa un % shall be as tested, but In no case shall exceed 24" on center. The first fastener shall be located of n mammon' of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE 3 Man Perez. P.E. Plans Exai Product Control Division ,METRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 Your application for Product Approval of: 20 ga Corrugated Galvanised Steel Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submittec Applicant, along ►vith Drawing No. 94 -98.1, sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditioris set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the"expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any am.mendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the • the right to revoke this approval, if it is determined by the Building Code Compliance 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.: 97- 0212.06 (Revises No.: 94- 1113.03) Expires:03 /14/98 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:03 /13/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 1:0 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372.6339 i Raul Rod'iguez / " iar s P ange Director Building Code Compliance Metropolitan Dade County ii U2.12.U6 APPROVED tiW 1 3 1997 EXPIRES March 14. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 1. DESCRIPTION 1.1 This approves a galvanized 20 ga. steel storm panel designed to comply with the South Florida Building CodeImpact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non- coastal building zone. —1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -98.1, Sheet 1 of 2, using 20 ga. galvanized steel (0.035" thick), with Fy =40 ksi min., conforming to ASTM A446, structural quality grade C. 2.2 Panels (Part 1) are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ", forming 1.87" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, (Part 2) "h" header, (Part 3) "u" header, (Part 4) 2" x 2" x .125 "EAB" studded angle, (Part 5) 5" x 2" x 1/8" angle. 2.4 Tested specimen: Dimensions: 37 1/4" wide x 101" long overall. (3 specimens) 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel (span) height: 101" to be installed only as outlined on drawing No. 94 -98.1, Sheets 1 and 2 of 2. 3.2 Nfinimum separation to e.iktin2 glass to protect shall be: 3 1 /8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 special Requirement: All panels shall be fastened, using 1/4 " -20 x 1" sidewalk bolt and wingnut, at all overlaps at 1/3 span points. Panel spans smaller than 48" may be fastened only at midspan: 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the head and sill, either directly to 1/2" x 7/8" Rawl Calk -In anchors embeded in the wall, spaced at 6 1/2" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part 6) (Direct Mount); OR at the head to an "h" header (Part 2) anchored to the wall, using the tension anchors; and at the sill, to a continuous 2" x 2" x .125" studded aluminum ."EAB" angle (Part 4), using 1/4 " -20 x 5/8" studs w /washered wingnut spaced at 6.5" o.c., which is anchored to the wall, using the tension anchors shown on detailed Drawing No. 94-98.1, Sheet 2 of 2, Sections A "Wall Mount" and D "Direct Mount ", bearing the Dade County Product Control approval stamp. Mat c5.1 Perez. P.E. Plans Examiner 11 Product Control Division ...,..A..& i:1, �l.� 1 . APPROVED 13.1997 EXPIRES March 14. 1998 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS -2a- Ma .,el Perez, P.F. Plans Examiner 11 Product Control Division / .i 4.1.2 Buildout lvfount The panels are fastened to the 2" x 2" x .125" continuous studded aluminum angle (Part "EAI3 ") at the head, using 1/4 " - 20 studs w /washered wingnut spaced at 6.5" o.c., this angle is secured with 1/4 " -20 machine bolts & nuts @ 6" o.c. to the long leg of a 2" x 5" x 1/8" aluminum angle used to provide the buildout, this condition is repeated at the sill. The 2" x 5" x 1/8" angles are then anchored to the wall as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section C "Build -Out Mount ", bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Nfoun( The panels are secured inside a top track ( "U" header) at the head, which is anchored to the inside of the opening; and fastened to the 2" x 2" x .250" continuous "EAB" studded aluminum angle at the sill, using 1/4 " -20 machine bolt and washered wingnut spaced at 6.5" o.c. as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section B "Ceiling/Inside Mount" bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -98.1, Sheets I and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. S. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County. Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -98.1, Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval renews Notice of Acceptance No. 94 -1 1 15.03 dated March 30, 1995. 1 7. TESTS PERFORMED TESTS: TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE NOTICE OF ACCEPTANCE: UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE DESIGN PRESSURE RATING • 8. EVIDENCE SUBMITTED 3.1 Tests: 3.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No.S 1013 dated June 30, 1994, signed and sealed by Vipin Tolat, P.E. 3.1.2 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Reports No.S l 013A dated June 30, 1994 and No. S 1013E dated October 14, 1994, both signed and sealed by Vipin Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -98.1, All Broward Hurricane Panel Co., 20 gage, steel storm panels, Sheets 1 and 2 of 2, prepared by Knezevich & Associates, Inc., dated 06/16/94, with revision No. 8 dated 01/17/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 3.3.1 Mill Certified Inspection Report: Pending Submittal. 8.3.2 Certified Tensile Test Report from ATEC Associates, Inc., Reports (#70 -02- 139044 dated June 24, 1994 and #70 -02- 140848 dated September 23, 1994, for 20 ga. steel, tested per ASTM E8 -92, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 1/12/95, Page 1 & 2, prepared by Kneze and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2b - AE ROVED L X.r 11:ES RESULTS: TEST LOAD SATISFACTORY SIOI3A +93.6 PSF SI013A &S1013B -93.6 PSF S1013A & S1013B +92.3 PSF SI013 -92.3 PSF SI013 SPECIFIC CONDITIONS Ma uel Perez, P.E. Plans Examine- !i Product Control Division 1 3 1997 March 14, 1998 DESIGN LOAD Deflection +72.0 PSF Sl0I3A &S10138 -72.0 PSF SI0I3A & SIOI3B • +61.5 PSF SI013 -61.5 PSF SI013 +61.5 PSF -61.5 PSF Max.. 3_10" @ Design 0.79" y i -u , APPROVED NOTICE Of ACCEPTANCE: STANDARD CONDITIONS :" 1 3 19� EXPIRES : March 1.1, 199S 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 (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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. 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 ;rounds 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 Dade County, Florida, and followed by the expiration date may be displayedin advertising literature. 'Carly 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 thejob site at all time. The copies need not be resealed by the engineer.. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. Items 10, 11 & 12 listed below only apply to alazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1 . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate thc buck, which shall be the same size as thc one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardwarc for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. tv(ani d Perez, P.E. Plans E. i. iner ;I Proth. Con:rol Di•: isic:: END OF THIS ACCEPTANCE - - o .23' ©WINGNUT SCALE • VEAL! S•G - ' - r.- Q STORM PANEL SCALE • 1/4' - 0'- 1' V1 DIN L L [PM". TD PA>,y 0P AN) L TYPICAL ELEVATION • W Ax.) t-)' ©KEY HOLE WASHER =ALE • YAL F SIZE TU. .. - ON1CRLAP FASTENER. C.. ASE • 6) ✓N V:Lv a7"1 /CUNT. ®'h' HEADER SCALE • 1/4' PLAN VIEW SCALE, I -I/2' • 1' -a • . HEADER 1 OVE:IAP AL wNT,L� CLMRC PIECE. I' w 2' . .125' MIN. TO 2' w 3' a .103' )LUIS • SNEA9 FAS121129 1 9 C 210 TING ®'EAB' ANGLE .717. NGLE .717 SCALE • .L4' = 0' - 1' r *-7T r , 1. 1)410 0H31TER STSTCN 1S 0 IJ£D :N ACCGTDA.NCE PITH INC 0111711 IL3710A 2JILDINTG COX. 1914 EDITIOI. AND TIE :994 YROVAR -• C0JITT ZDIT2 .1. 2. PCSITIV5 AND NEGATIVE DESIGN PFS CAL112ATIOIS SHALL PC PERFOR 9 IN ACCII20ANCE PITH ASCE 7 -89 'MINIMUM D2SIEN 1.3902 F'GT BUILD' 11.2.0 AND OWER STRUCTISr -S'• 3. 51 1 PLN0.1 SMALL SC 20 GA=:GE STEEL. Ct w .033'). COAF'IS•11NG TO AS7)1 A116. STRLCTLIRAL DUALITY. GRADE C. WITH A MIN. Ay a 40 2.SI 8317)( RILING. GALVANIZED IN 4.00ROGVKE WITH AS1N G70. ALU•I)AN EXTCJSIC/S SHALL 3C 6067 -T6 A•U21.NL01 ALLOT. U.O.N. I. PRODLCT MARGCINGS SHALL IC % MINIM 12" [F EWE CND 3 T1F- P2Nit 21104 A MIN. CF O +L )ARCING PCR PANEL AND SHALL DC LAOCLED AS FOLLDCS. H P C 0 FT. -L 1.D. TL. LAX CSMY P APPFM. • 0. ALL DOLTS AN VASHER2 SHALL BE STAINLESS STE`L. WITH A MINIVAN Fy • 37221 6. ALL PANELS SHALL BE FASTENED AT CICRLAPS AT 117 POINTS C.^ TYPICAL ELEYAT131)1 /CVCV'R,• PANEL SPANS SMALL_ THAN 48 MAY 3E FASTop AT 8 1D 1 7AN. FASTEKR.s SHALL BE 1/4 - 20 r I. SIDEVALX BOLTS 0/ 212 GIST AILMINY VAS)2ti3 VIN3`AITS. 7. MATERIAL SPECIFICATIONS NOTO )£REIN ARE THE )4AALS ACTLR51 'I R.PRESEN7A71CN Cr MATERIALS TO 3C LGCD IN PRCIDUCT TCST1NG. 8. T):E : ETAILS AND SrCCIF;cAT'.315 SY32N i?'R£IN 22P227CIT F0QZTS PRO OSEJ 509 IMPACT. CYCLIC AN3 UNIFBTN STATIC AIR PRESZ,)25 TESTA. IN 50445012AMS VITH DALE CCLNTY PRDTR3.LS PA 221. 203, AND 202 PITH DESIGN LOADS Al Fb1NS. P.CSITIYE IESIGN LEAD + 61.5 PST NEGATIVE DESIGN. CLAD - 62.3 PSF DESIGN RASED CN CRL REPEAT 4 51013. 21013A L 510138. • B. A VARN1)0 A?T5 04 BE PERAANCH LT PLACED CH EACH PNi1 CR SILL EF FUELS AD2ISING T)E 043E WHER OR TY)IANT THAT OlE STERm RAH_S PILL NOT [SF"2t HLARICAG.E PROTCC7101 Ut.F-= ALL R°_1NSCRCIN4 BOLTS ARE PROPERLY INSTALLED. 10. TIP L 901731 DETAILS S/C1VN MAY BE .1A1T)0LV.Cc23 AS FIELD GENDIT1D6 DICTATE. PA)ELS MAY DE HamrD 03RILTITALLT VA.E.APPLICA&LC. PROT UCT � 7 RENEWED ACCEPTANCE Nog' F - 67 i Z •�{o E.KPIRILT'2024 0vrE : Rc " I) l'93 , By. 8119440 PRO UC CONTROL DI VISLOI• (;;C18co1.IPLIANCEo.... E U 3 0 0 . a J J 0 =1 n n .123' TIP. 300' ® ANGLE =ALE • 114 = a - 1' APPROVED i(S COMPLYING WITH THE SOUTH FLORIDA BUaLOlnG CODE DAIS U 1951 8E PEt/DUCI COHrROL DiviS:0!! BUIL0iNC COMPLIANCE OFFICE ICCEPTAJICE NO.4y - / 1 15. ( I)) PROFESSIONAL ENGINEER V.J ICH Pi. (2 19115_ 010983 00 18 "A 9.1 -96.1 • " A GASS Ca =CR 02AD 02 USC2 C x:1:::: ,22,y :LRC • TE1.4SI04 rA:it2!2 L¢ N<?(R D EriU CXISTT)G TO vALL DETAIL Tt211C39 r4 4202 '.'OCR 10[3.10 • .�..�_ • 1/4'_ 0.- 1' VX.D r2124D•G 7E2..!01 rASr LR 7 Ca NOVI :::. -- 0 C71T. v000 11,1 :24 A 70 VAL1. DCTAf1 WALL MOUNT SECTION SCALC t 114' • 0' 1' 0 CJT. CTY1. 10't 2.07C7O PANE= TO A1." S 1ZTAS. • PA'L TO /v. ;LC DETAIL WALL MOUNT SECTION CLASS G1 CCCR 1/1 .SCALE ® CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION • SCALE ..114' • Cr-1• =ALE t1/4' -D' -1' nn-•• 2t'C0 31ILD -OJT C3/=.CT104 Mar 3C =0 •1 10' U1I 'n• )TACCR O AS 01CV:2 0)4 9&L :CCTIC4(f). VALL' MOUNT SECTION (BOTTOM) GLA 07 :C01 2211 T1 /...G 2...0 1.12C 7CM01C74 !,102001 CSC N01 0 10[.10 ...Lo 1C7TC9 L MlNL•4D. CN3c $To -r .1 AND COGS D1STA'CE C3CLUCCS VALL rp cR V :CS L. "(22 LAG SC =S'�1 fAS :2 TC 2 2232' FACE W S:uo f 1 • . I'G rAS TC#C7 1NALL TC LOCa7C0 lx CCNlC1 G jMN,t, 3C : IN ACC:" '.<- v.i.. 1/0.20 MACHDC 00L/ L '/ 1NCM.11 1 6.D C.C. CIYP. TOP 1 ROTTU`O I/1-20 4100104 00.T L 41)T TENS104 FASTENER CTTP. TOP L 001'104) LSE Maly 17;J:72.7 ® 00.97. - -T 'CP. 70' L 0021214 EXI017113 ST�JCTLRC • SIDE QSISL 12[1 (SEE PLAN v:EVI PRODUCT RENEWED ACCEPTANCE No c r1- oz I z. n EGRATION DATE •'L4 1g qg PR'ID • CONTROL DI .. •N BUII.D CODE COMPLLAN'_ •cr10E ® DIRECT MOUNT SECTION SCJ`E 1. 3'- L'- 0' APPROVED AS COMPLYING TM THE SOUTH FLORIDA BUILDING CODE DA AA07 •• gr • Br PR000CI CON1ROL DIYS;ON BUIt01(G CODE OMPLIANCE OFFICE ACCEPTANCE NO. 4--lff5 ().3 A OFE ENG]NEE� 1/1 0 Z a 0 0 )--• • LJ J P- W 4.0 u CU V.J. NEZ CH fl. L.... e tla PE 0010503 94 -98.1 JAN 2 6 1995 24 2.•n)7 b FASTENER ANCHOR SCHEDULE O :C.) )°� u , 11:: Dem • SPACING REQUIRED CINCHES c ,0171,4 317...E0 CJ•,L2C Z 1 VmD rza-II,G /..10•4 02 0E0021PT1D: 1/4'0 RAVL ULX -IN y 1/4•• ITv TAP=1 AHC}CR - V/ 7/8' 111X. Ot2EDML4T d p 2/ 1 -1/4" MCK. C11907CNT 1/4'2 U.S. SLEEVE AA'OGR 2/ 0' 440x. DIIESE?IT U:E 1/4 VC00 LAG =REV . 1 -7/2' NIX. EN0CDHEN7 CSi DIST. SPAN CU 141• rt. r r r Y r T 1 Yl' ca m0.02 ICTE Na 23 L C 101• • `r ur • NN . LT 0 . p !r O , . 6.7• r 17 v Lr GASS Ca =CR 02AD 02 USC2 C x:1:::: ,22,y :LRC • TE1.4SI04 rA:it2!2 L¢ N<?(R D EriU CXISTT)G TO vALL DETAIL Tt211C39 r4 4202 '.'OCR 10[3.10 • .�..�_ • 1/4'_ 0.- 1' VX.D r2124D•G 7E2..!01 rASr LR 7 Ca NOVI :::. -- 0 C71T. v000 11,1 :24 A 70 VAL1. DCTAf1 WALL MOUNT SECTION SCALC t 114' • 0' 1' 0 CJT. CTY1. 10't 2.07C7O PANE= TO A1." S 1ZTAS. • PA'L TO /v. ;LC DETAIL WALL MOUNT SECTION CLASS G1 CCCR 1/1 .SCALE ® CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION • SCALE ..114' • Cr-1• =ALE t1/4' -D' -1' nn-•• 2t'C0 31ILD -OJT C3/=.CT104 Mar 3C =0 •1 10' U1I 'n• )TACCR O AS 01CV:2 0)4 9&L :CCTIC4(f). VALL' MOUNT SECTION (BOTTOM) GLA 07 :C01 2211 T1 /...G 2...0 1.12C 7CM01C74 !,102001 CSC N01 0 10[.10 ...Lo 1C7TC9 L MlNL•4D. CN3c $To -r .1 AND COGS D1STA'CE C3CLUCCS VALL rp cR V :CS L. "(22 LAG SC =S'�1 fAS :2 TC 2 2232' FACE W S:uo f 1 • . I'G rAS TC#C7 1NALL TC LOCa7C0 lx CCNlC1 G jMN,t, 3C : IN ACC:" '.<- v.i.. 1/0.20 MACHDC 00L/ L '/ 1NCM.11 1 6.D C.C. CIYP. TOP 1 ROTTU`O I/1-20 4100104 00.T L 41)T TENS104 FASTENER CTTP. TOP L 001'104) LSE Maly 17;J:72.7 ® 00.97. - -T 'CP. 70' L 0021214 EXI017113 ST�JCTLRC • SIDE QSISL 12[1 (SEE PLAN v:EVI PRODUCT RENEWED ACCEPTANCE No c r1- oz I z. n EGRATION DATE •'L4 1g qg PR'ID • CONTROL DI .. •N BUII.D CODE COMPLLAN'_ •cr10E ® DIRECT MOUNT SECTION SCJ`E 1. 3'- L'- 0' APPROVED AS COMPLYING TM THE SOUTH FLORIDA BUILDING CODE DA AA07 •• gr • Br PR000CI CON1ROL DIYS;ON BUIt01(G CODE OMPLIANCE OFFICE ACCEPTANCE NO. 4--lff5 ().3 A OFE ENG]NEE� 1/1 0 Z a 0 0 )--• • LJ J P- W 4.0 u CU V.J. NEZ CH fl. L.... e tla PE 0010503 94 -98.1 JAN 2 6 1995 24 2.•n)7 b ANCHOR SCHEDULE O.C.)_ I/ r,/ I _ FASTENER SPACING REQUIRED CINCHES 3)17!,2 STR.CZR[ ).r+ i nV )toot 4.90•132 DCSG111•T10N 1/4'• 9/ 7/0• RAN. CALK-IN 1/1•• 1TV TAPCm/ AMC1-01 002. CMBCMCNI V/ 1 -1/4 0IN. ENICDMCNT I I 1/4 O.S. ..CCvC A9c3402 9/ 1. 0141. CM1Cb(Mf • CIQ 0137. sr.) co 141. rt r 7 r 3' I r r • L T 17' r r Ir . 1 r T ) v V GASS Ca =CR 02AD 02 USC2 C x:1:::: ,22,y :LRC • TE1.4SI04 rA:it2!2 L¢ N<?(R D EriU CXISTT)G TO vALL DETAIL Tt211C39 r4 4202 '.'OCR 10[3.10 • .�..�_ • 1/4'_ 0.- 1' VX.D r2124D•G 7E2..!01 rASr LR 7 Ca NOVI :::. -- 0 C71T. v000 11,1 :24 A 70 VAL1. DCTAf1 WALL MOUNT SECTION SCALC t 114' • 0' 1' 0 CJT. CTY1. 10't 2.07C7O PANE= TO A1." S 1ZTAS. • PA'L TO /v. ;LC DETAIL WALL MOUNT SECTION CLASS G1 CCCR 1/1 .SCALE ® CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION • SCALE ..114' • Cr-1• =ALE t1/4' -D' -1' nn-•• 2t'C0 31ILD -OJT C3/=.CT104 Mar 3C =0 •1 10' U1I 'n• )TACCR O AS 01CV:2 0)4 9&L :CCTIC4(f). VALL' MOUNT SECTION (BOTTOM) GLA 07 :C01 2211 T1 /...G 2...0 1.12C 7CM01C74 !,102001 CSC N01 0 10[.10 ...Lo 1C7TC9 L MlNL•4D. CN3c $To -r .1 AND COGS D1STA'CE C3CLUCCS VALL rp cR V :CS L. "(22 LAG SC =S'�1 fAS :2 TC 2 2232' FACE W S:uo f 1 • . I'G rAS TC#C7 1NALL TC LOCa7C0 lx CCNlC1 G jMN,t, 3C : IN ACC:" '.<- v.i.. 1/0.20 MACHDC 00L/ L '/ 1NCM.11 1 6.D C.C. CIYP. TOP 1 ROTTU`O I/1-20 4100104 00.T L 41)T TENS104 FASTENER CTTP. TOP L 001'104) LSE Maly 17;J:72.7 ® 00.97. - -T 'CP. 70' L 0021214 EXI017113 ST�JCTLRC • SIDE QSISL 12[1 (SEE PLAN v:EVI PRODUCT RENEWED ACCEPTANCE No c r1- oz I z. n EGRATION DATE •'L4 1g qg PR'ID • CONTROL DI .. •N BUII.D CODE COMPLLAN'_ •cr10E ® DIRECT MOUNT SECTION SCJ`E 1. 3'- L'- 0' APPROVED AS COMPLYING TM THE SOUTH FLORIDA BUILDING CODE DA AA07 •• gr • Br PR000CI CON1ROL DIYS;ON BUIt01(G CODE OMPLIANCE OFFICE ACCEPTANCE NO. 4--lff5 ().3 A OFE ENG]NEE� 1/1 0 Z a 0 0 )--• • LJ J P- W 4.0 u CU V.J. NEZ CH fl. L.... e tla PE 0010503 94 -98.1 JAN 2 6 1995 24 2.•n)7 b ZAy 57 o vALL PPA (O P,ECTv e z IN � CO1 �9C- Tt S �v c,� �bp,2S 045 NE 4 19 5T . if1 A� 941,0121 g 333 Q lean FL A venue THOMAS J. KELLY, INC. SURVEY NO. 35,2001 33134 CORAL ee A°ro ( oeiiii - viii rnx : 1100).41 -e +s• LAND SURVE'I 9HEET_...L_ OF.... -.X SURVEY OF LO 17 & �' LOT 16 IILOCK 33 SUBDIVISION API AMENDED PLAT OF MIAMI SHORES SEQ?ION NO. j ACCORDING TO THE PLAT THE,REQFROOMED AROOMED IN PLAT 900K Ne.. 10 , AT PAGE Na. 70 DA DE RECORDS Of u E COUNTY, FLORIDA, RAY STpVALL GATE : 8 FOR. MARCELO BEGUEZ LOCATION SKETCH SCALE: I "s 1C.> (4 NO) I SO 0 AT►7i•.) OF sib J NVi\) CoOM6 t 6 C�cc J6TOn L-S) O • Z 3 .cc a >4 • 0. .] >I Z O Q O U N H 41 U • ix O C7b 4 W , w ata u ao 0 CZ z ,ea ..1Z VaN a X 1J OCK'1J1 v e;% 0 ! N teolot �--- -. /.5"4 / 75 1 400 ' (M)(R) Vii Y✓ & 245 NE 99 STREET MIAMI SHORES, FL 33138 .26 4 • PL000 ZONE: a THIS AS A FLOOD HAZARD ZONE 120652 —1411418 15 NOT A FLOOD HAZARD ZONE t COMMUNITY PANEL No. w PANEL Ne• SUFFIX ; J DATE OP FIRM:. 3/2/94 BASE FL000 ELEV. :. NI LOWEST FLOOR ELEV.:_N/A HIGHEST ADJ. GRADE • N/A NOTE : UNDERGROUND ENCROACHMENTS, IP AN NOT LOCATED, ENCROACHMENTS NOTCO t A./0 1 hereby certify that this ekefch of :tore/ of the ObOve described property 10 WWI and correct to the best of my knowledp0 and belief as surveys� iid plottectunder my direotlon. I further 0ertify that .this survey meet the minim r ?uirbmente adopted by the oolety o clonal Lond Surveyors and the Florldo Land T1tIe Aaaooletton and aisoCF4 -6MU7 PA code There ors 4 snore hmen , e xcept o Notes: 1. If shown,bsorings Ors to an assumed meridian (by plot ) 0 A. ERE j► ( Dett el Pis work) 2. If shown,slsvotions are referred N.G.V. Datum 1929 Pr (rational Lond Surveyor # 4889 3. This is o land survey. ate of Florida Closure above 1: 7500 (plot valid Unless Imprinted With An Embossed Surveyor, Ssol) SCALE I"• 2Q a z MIAMI SHORES VILLAGE, FLA. No 5838 E _ JOB ��_,' ADDRESS Z 4- r INSPECTION I -� � TIME READY REMARKS : Edr ufr cA/G f INSPECTOR DATE MIAMI SHORES VILLAGE. FLORIDA a" DATE 'f' 195 Contractor's License No BUILDING ❑ ELECTRICAL ❑ PLUMBING PERMIT N? 8791 ❑ ROOFING ❑ Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot c yi t!!" „ 2011 Ai CONTRACTOR OR BUILDER al. 3 4 ' Work to be performed under this Permit Subdi- vision Sq. Ft Value of Project $ /, 7 r • This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: ., r, B Y INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sub ted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, ter/ it or employee. r' Amt. of Permit $ , BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ N? PLUMBING ❑ PERMIT N. 8791 ROOFING ❑ J Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot GJ C %, $ MIAMI SHORES VILLAGE, FLORIDA A t. CONTRACTOR OR BUILDER BI. Work to be performed under this Permit 3 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes, responsibility for work done by his agents, servants or employees. Signed• In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sub ted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, �try it or employee. Subdi- vision / Sq. Ft Value of Project $ r INSPECTOR DATE ''� 1954_ Contractor's License No r ' BY "•,• Amt. of Permit $ t BY AUTHORITY 7