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1441 NE 101 St (11)CONTRACTOR Name Mt. A.LJ %1 13J1d1 License No. et _ ,_ Q lz8 $. 1 n Address i Tl ` E • ' S N [7 2 A O M. h % D,Mt' 3tNL.l,,1 4=t~.i:\- 531` I Telephone se, 1 _ Is 0 , 0 4 Fax Qualifier Name t o is c. I x N . A J e 9 ENGINEER Q &M 1 c .. New Construction . Name •a O ¶3 22 - .b 1 `4 1 License No. Alteration Interior Address Relocation of Structure Telephone Foundation Only Fax Other TYPE OF MANAGEMENT (✓ ) New Construction Enclosure ✓ Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Job Address: PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other •• .• • • • •• •• • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • ••••••• • •••. • • • • •• • • • • • • • • • • • • • • • • • ••• .•. • . •• • •• • • • t t).Z.. lot csr • • • • • • • .•• PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name Address Home Telephone Business Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit NQ_ O /t'c).Z INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attacbed'peem: agt1li faler‘wlZielt mliStte signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to a1IoA I'or ?1Iot: acct: ite pressinto f your application. If roofing work will be done, a roofing application must be submit- ted along with this oenmit applitationr • • • • • • • • ••• •• 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 City State 33 Zip Address Apt. Folio Number /1 ..1 Z OJ © � Oa 70 Description of Work 2tST. 0 SCQ..r�t =N t-.?L t_o �tle Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property0 e Z % Q,'t Q 1 OetLtgquare Feet 4 Z o WO Units Floors Proposed Use of Property Value of Work S 2 0° • o v Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATEVIPAIT AIsrl PEQMtr CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monthly' through Friday from 7!30 a.m.te e:00 p.tn., 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 DIR1'..('D bt 1R : • • • : : • • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR D 3.44y 61)3' $]✓'USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • • • • • • • • • •• ••• • • • • • •• 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA,4 OUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of caner Print ame om to and subscribed Signature of Notar SEAL: Type of Identification Produced: ,A, r Print Name e me this day of 14 O\( Sworn to and subscribed before me this day of tare o ! +` . A. OLAWALE := MY COMMISSION # DD 105215 EXPIRES: April 1, 2006 Bonded Thru Notary Public Underwriters Personally known OR, Produced Identification • •• •• • • • •• •• • • • • • • • • • • • :• • • • •:• PIRMITAPPLICATION • Signature of Contractor / Qualifier Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. ; TYPE j)rf eC : ; • • : • • QTY. TYPE Outlet, Appliance QTV. 'IYPI? Service Repair c YI'V. A/C Central 1 -3 Ton • • ral'i • • • ••• • • Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton - Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel 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.' PP. Condensate Drain QTY. TYPE Generator QTY. 'iV'PE; Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wal Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE: A/C Condensate QTY. 'rm.: Drains, Roof QTY. 'TYPE: Miscellaneous Fixture QTY. TYPI., 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 jigaicat j tie type oiv:ork.I eing performed and quantity(ies) in the space provided below. • • •• RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning , .""LQ = 5 6° Electrical Mechanical Plumbing Fire Public Works Structural ! SMW ©p1/ kg'i 2- ' Building Official ! Page 4 OFFICE USE ONLY CHECKLIST 0 OWNER - BUILDER FORM (Attach) ® FIRE DEPARTMENT APPROVAL (Commercial / multi - family) CONCURRENCY (New Construction) 0 OTHER (Specify & Attach) PERMIT FEES $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 Notary m PROOF OF OWNERSHIr • (Attach) HRS / DERM APPROVAL. • la IMPACT FEE (New Construction) 0 OTHER (Specify & Attach) (Septic / Sewer) • (¢.005 /sq.ft.) (¢.01 /sq.ft.) • .• •• • • • • •• • • • • • • • • • • • • • • ; • ; • ; o • • • • • • • PiRMIT APPLICATION • • • • • (sq.ft. = x/1000 • • • • • • • • • • • • • I CONtO ASSOCIXTION APPROVAL (Attach) ••• •• • • • •• •: Q itPI:ROV.EtL (Restaurants) • • • • • • • • • •• •• • 0 . • • •• ® CONTRACTOR REGISTRATION (On File) REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL 0 (305) 795 -2207 o FAX (305) 756 -8972 ° http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /9/2002 Applicant: ALEXIS BENJAMIN Owner: BENJAMIN ALEXIS JOB ADDRESS: 1441 NE 101 ST Contractor MARCO ALUMINUM Local Phone: 305 - 861 - 8004 Parcel # 1132050240270 Building Permit Permit Number: BP2002 -2122 Contractor's Address: 1743 NORMANDY DR Legal Description: MIAMI SHORES BAY PK ESTS AMD Construction Value: $200.00 Page 1 of 1 PB 56 -86 LOT 10 BLK 3 Fees: Description FEE2002 -7034 Building Fee FEE2002 -7035 Buildier's Bond FEE2002 -7036 CCF FEE2002 -7037 66E- Total Fees Amount $85.00 $300.00 $3.60 $4.20 $392.80 Total Fees: $392.80 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/7/2003 Work: INSTALLATION OF SCREEN ENCLOSURE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. PA fee is $50.00, which must be paid in advance before calling for another insno .-+; • This Permit is granted to the contractor or builder named above to construct the buildin; ■ II �j 9 ' 9 t 005:3 0 a0d ordinances pertaining thereto and with the understanding that the work will be performed ii )� '�� 1 and approved by the proper municipal authorities. This Permit may be revoked at any time aH authorization. A further condition upon which this permit is granted is the understanding tt w � w��1 ordinances and regulations pertaining to the work covered hereby whether shown on the pl NNW �3,1,[�� N� by his agents, servants or employees. 0 c s-bQ c \031 � rn s Signed: / (INSPECTOR) t7 10 m.9 d0 213080 l'1 /� C� �O � � � � \J 1 � 3H101 Atld In consideration of the issydnc me of this permit, I agree to perform the work covered CYg > � yy +- o t2to 1 ntn or specifications submitted to the proper authorities of 31tlp £ } d ,� ,14 p u¢u veal'. £611 6009'198'5 ..t KARK Bo. Bm. Bo, Bm. 2 1 3 Bo. Bm. 1 2 x 4 Bc. bo, b,.. i Bo. Bo.. 2 X 7 Bc. Bn■ 2x7 bc. B,.. 2 x 7 B... B,, 2 1 9 B.. 9m. 2 1 9.. Bm. 2 E1o, b.... y., b.n. 50. Co!. 5o. 1C - 0' 1?•- 0' tA•- 0• 16•- 0' 10•- 8' SIZE 2 • 2 2 x 2 z 6 1 9 2 1 9 2.1 7 Co:. ; 2 1 ;..4 Co:. 1 2 1 6 C4f M o- 2 1 6 CAkk'. 8I •J4 T1 .055 .055 .062 .260 :.274 ..24 320 Sc. bm. 2 • 10 .300 P.i.ji: TABLE HACK I S :__ 11 T2 . Oi.2 .009 .055 .070 .072 062 .224 .072 092 2 , C.5 055 IL:_LC. 1 72 Co:. 2 • i . C .055 Co!. 1 2 R 4 - :OG? . OE.? co:. j 2 a • - .12: . 055 C° :. 2 • 5 .062 Col 2 • 6 .130 .055 .130 .055 SE- 1 .070 .224 . 063 PRODUCT E',>,.97+4':1) ON- COASTAL ZONE ( 7 - 88 CARRY BEAM TABLE 1, BEAM AND COLUMN SCHEDULE 1 t 11 LAP SNAP 1 15'- 1' 14• 1 14' -7 LAP I 19 - -1C''' - 19"-T ..j te' -r - SNAP 1 19' -t t• 19' -4' 1 .e' -9' SNAP 22' -11' 22• -1 31•-7 20' -T 1 19' -1-Y 1 LAP 27 26•-3' I 25' 29• -0r 27• -9' 26•-11' 26' -T 27• -T 25• -( AP 31'-5 30 -5' ! 29' -3' 29• -1'I 27'-1' 26' -2' 25• -4 s.P .092 L AP 36• -7 37 -( , HE. ••' c:O.CATT S: u.uuU■• SPal. fpp 4 ' C7." TER 'T Bkxa ^. 2 x 3 1 .C55 1 .055 1 /CLL?. .1l JI SPA:: . L'- C A PvR rt 4 :. C- .A.RR.4:_ P,J:<_1::s • 64'. r..a. AREA IN A. 1 PA:♦:. • Se 1-0. F :. Sr AL'... OF 2..2 Lrti:o6• :1 r. 6C AVC. La•a1. S4 A[r:,, Or 3.i AVO TYPE .,.:.. 6' LAP .A L AP SNA 1 L LA% MAX. COLUMN HEIGHTS AT GIVEN SPACINGS 5• -0• 1 5'-E• 1 E' - 6 " ? I . -6• 1 e' . ••• NOTE. MAX SPA01U Or CHA :RaA:LS IS 79' SPANS SHOWN A7.T: ARE CLEAR SPANS. 2X3 AND :J4 NO" -14-3 EAR'S". SOX COL:.&14: ILA7 BE &CREASED AN J501:13rJL 10 2 TO 11.1 HLGHTS sHover+ ABO.L .C.1 ollitk CO_UU!:S 10 RI1U:4: THE. 5A:JE- 1t RUT AND S.CCS i1.ALL 10 CO':ERET V!1n SCREEN CL.0T.4 DUNG 6D. 0'E': OR CREATOR OLY. 2, TiC EXI5T!1:0 .Tkti2iU2C M :T )E CAYAI:C OF 5LPPCRT:t15 THE WALE: SEULLEN Cf1CLi`.fc_. 71 01 STR;J.1t:RCS V :T■UN 5 rT. Lr : P, `S SHALL 10 CJ22 PR N.L.C. 627 -22 4) AI +CHOPS TO COt:CRCTE k W5014RY SHALL BE 3/8 X S ANCHORS OR APPROVED E0U.1/4.- U+L1:: C1 :Ca11SC SPCCIriCD. CLCA4 SPAN Cr MAC PAn Or 2 z 7 0A70. rrCrS�c 14'- 0' 16'- 0' 1B•- 0' IJ - 0' 22'- 0• 14A } :. BEAT; SPANS AT GIVEN SPACINGS 34•-•' 33* -3' 1 22• -3' 3!'-5 30•-B' Ll%.A:l•i ' SPAN . 7•- Cr AS PUPJt: A`:) C14A:kRA:. SPA:4 Snb..: A3C•T ARC 6•-6• l 6•-2• 5'-11' 9•-2' - 1 B• -1' 1 1• B. -0. 1-1' 10• -7 1C• -1• 13•-4' 12• -9' 12' -2' 11•-9• 15•-1• ;4'-5' 13' -12' 1E' -a• 15• -9' 15•-1' 1 - -.' 25: -9' 20•-1• 23' -10' 23•-I' 22 •-1' 2V -3' •HAA ::-i 27' -7• 20' -1' 10• -1' .HAXIMJM. SPA:. S11;21.14 IN BEAT. 148 AB:JVZ 24• -9•: 24' -2' 23•-7' 25• -7• 25• - 0' -tt 36 4 35' -4' 34• - 33• -e' 33• -0' NO L'u:'2 10 5 C)J111.1 BFA_•:r. C' BAR SP- .5- ( 44.- BC A0Cf TO £A:- SPA. SiC 7. 5 -9• _ . I 5• -4• 1 7• - 9' 1 7•-5' 1 7•-3 X: 9' 1 9 ' - C' I B' n« 11•- 1 10 -11' 1 13• -e 1 12•-11•; 12'-6' 13•-11' 1 13• -6' 1 13•-s• :9•-4' 1 tB' -B' 1 :42._1• 2 ^•-5' ` 19' -9 1 19• 1 4247 8L ADDED TO EACH SPAN 5+ CR :TER :1 - SoJ ?!. �:Q >`::0; EL,D:;, CCDT ASCE 7 -80 LJ3A: IN L CT - -- :i E P:F 1001 LOA: V:NC IN l [tit ---- -- x 4 4.;r LIV: Lilt: LP L 7U:N 1! E P ;r 1007 LOA9 LP L DC :r: 00451.CTI:k. L114 14147)1. .6: ALUM ALA. A:,LC. 6003 -16 uesss cr■CQ..lsr. s••tt:r :c: 2l•-2' 24•-5' 3C' -0• 29•-e ACCEP A:4C E ICJ. 0 D - ! 13 o • o I tw. l VISION % ICE OFFICE corms' '0 COVE CO'..!; TTP. CR,CS: SECTIG::; 1.11 L. v c' I + t � 1/4' R 0•:JS /Th-J j r I] cn!CC w.. U- P'1.' -_ .t••7 _. 1 -z 2 •. i 1 Y - 1 • GO° v- 6RAC.CT 11.47 BE USDJ' ! tr PROPERLY L P 2 X 2 P' -,_I: +Sr. r j L.-J 1 X 2 P:.-:0 CARRY BCAL r t _ LLS'I u•:.r: �:.: 1 I/4• ,fi A+ YAP., 1�+ 711/4..'57 T5 2 x T x 1/ T AJ.: :S - '3 Zoos .1 `-d 1 1 /(. 1 1 /(. 1/c DIAGOt4X, MTND BRACING. SPECIAL U - BRA:o.E1 2/e THR:JBOLTS. �( IjSw:iH -- --USE 3 /tr. 5'. (DEPTH Or BEsy) PLAT ON A. INTERIOR ROOF 944:05 w+.ELC INTERIOR SPLICE PLATES DO N01 C1:S1. i 63. 6EAt. 27:2X•1/4• STp.j:TURAL 1/4 THRL'SOLTS AND 3,'8 3 ANCHORS Al EA:H USE 1/4' A! :Cr4:.35 01: 24' CENTERS. / 1 4 x 1' SL:S - 0.4v B_ USED t:; PLACE OF THRUDOLTS. - M.IN. 8'x8• CONTIt4UDUS rOOTIt :G V/ 1 15 DETAIL Dr ANCHORING TO FOOTING ANCHOR BOLTS TO EY.•Ttt1D 1 1/4' BEYOND C14ATT. O4 IR:CI: PAVEMENT SURr4CCS 1 NOTE' COLUUN; ALONG END WALLS R :CU: RE D' :: PAIR Cr 2x ?7:1 / C• E0 -, UNLESS COLUH::S ARE 2x5 OR GREATER. THE': Tv3 PAIR Or AN:LLE0 ARE REQUIRED. Tk:S PLAN K Iu.' 1JD uutISS SICr4ED AND SE.4,1 D ROD0R: S. uO::SOJF FOR E.+.:44 $u9JTL:: ROOF BRACING 1 1 CORNER ROOF BRACE DETAIL . REPRODUCTION: AND APPR0v . OF 11:S PLV FOR jr A! PAP, Tr!ER;Dr 704 COu0THUCTIO!: OR Nil OTHER USE 00 DJC:4: BT RA:Au: Et1Clt :E 4 ::. , 4 +C. TA: LAYOUT 4290 3/16'. S. ON All O.TER;OR O1ER,OR SP:JC0 ./! 1 1 4 1/2 1 BOX CDLU! \ C • v I THIS UEv9ER 15 TO BE US FOR A. 1130E BRAG, +:. 1/(. , 1/4-. 1 /t* DL.GO!:A. BRACING. 1 /4'x 3 1AP000S UP' BE USED AS FO :Ow S 35' MAX f.14 - a - • (DEPTH OF B0A44) t S ROOF BRJ. 01- PLATES 00 r :3T 0x:7. PI r .�. 7. 11 V77 / 2 L ' 5:!:E Or t i 4 P_CCU 11 t:Ee::.LLr. 1; r • 4 tl�` L E 1 1 3•r ►f �Jt (:: r 1 COIL' S z w U O o n it _A it 1 2 TAPCO1 :S FOP. U? TD 12'-0' SPAtt 4 TA nCt4S FOR UP TO 24 '-0' SPAN. AT EA=H CDLUM_':. A■D 20' ON CEt:'C BETVEEt4 COLuM: :.. ■ U:E 2x2x1 /O' ANGLE: FOR SPA:.. UDDER IS'. FOR sPA:: DV:R 1e'. 4 - 23 :2x.:/8" BASE ARCLES NAY BE USED AS SHOYit: IN PLACE OF 2 - 1/4 ANGLES ON CDL UH': S SUPPOR T I N:, BEAR:. v}rt4 US :N. 4 ANSLE.. 1 /4'X 3' A :.:H2R: HAY BC U:CD. APPROVED AS COMPLYING WITH 'WE SOUTH --• F�LORIDA WADING CODE DAT E,I,L Lu_a L 19 s 1i _ JUCr CU' :11( 0' UrCS:UV Bull u;t c cut): CO:i PLiANCE OHIO: :.cc :PlA!CE 27441 ifgAMI [tsA orci7L) (47E te: M ( 2X3. 2x., 2XS AND 2X6 BOX BEAUS ) USE 1 /rX r is STRAPS WITH 6 I14 Skis TOTAL. ( 3 EACH SIDE OF SPLICE ( 2x7. 2x8. 2X9 AND 2x10 BOx BEAMS ) USE 1 /erX Tx 12 E *''I#IbE OF sPUCE 72' 14 114 SIAS TOTAL. vairi4,••• O O -o 0 o 0 1 - o ° 00 9' -H 6 _BOX BEAM 1' VARIES 0 0 0 0 0 O O 'ES 1.-11 .o c O 0 C r 8 6 dd Box C0.UMr; c •V. C1MIa&L V/ 1/4' That.) )0.15 l0T v1Ev Df C 1:;1: 2x2 PURL IN 1X2 PAT10 3 /16" x 1 1/4" MAPS W.Y BE USED /IN PLACE OF 2 ' }TRAPS. o o O 0 0 4 1. 1 12 typicat --{ 7' BOX BEM; 0" 0 O O O P - --11i t YP a BOY BEA 2X2 'U' CHANNEL V/ 1/4' THRU BOLTS O , I 3 7 ° P Xr 'x` R A: (0P110r4.+i) 2'X2• CW:R RAI•,- K - BRACE DETAILS ALL PLATES 3/16' PLATES YITH 114 Se..; AS SK7vt: CUT PLATES TO F1T Iu1 DC OF BCx BEAMS AS SHDVt: Or: DETAIL v CS 0 0 0 0 0 0 0 ° 0 0 % t 9" --{ 8" BOX BEAM o c c c�; t I /4• 0 0--- 0 NANZA.RD BOX BEAM SPLICE DETAIL . / TYPICAL ELEVATION \-1/4' THRJ BOLT: BOX COLWJt: REPRDDYTK%!: AND APPRO :A; Of THIS P:» OR Mrf PAFT 11 EC:F rot. c0.4STh_:77.0.: OP ANT oT) ER USE S4&. Ot :L7 BE DOr :E eT piays II 0 0 0 9 9 Scr 14.Ax. ) J AND 4' BEAVS.I o _ J1 = 27-pica! 10" BOX BAY 1/4' T?RALYTS vAt ICS 3/1C PUTTS To f_^- •rogcZ Box CA'„N!c AT SPACES. vAA :C S INEMENINNIMMINk 1X2X3/16 ANGLE 10" LONG AT EACH SCREEN ROCIr BEAM 110 S.H.S. THRU BRACE 4s o 0 1 1/2' 0 0 0 I I _O� - j21401 ty9k � T-{ 4" BOX BEAM 3" BOX BEAM 0 0 0 1 1 7/9' o S" BOX BEAM . 2' iGP •0e...ruTxTx /X' AN,::lS 4' LA'.. ITCH F1, 1 1 1/7' SYS D41. TRL:•SES &C #14 x Y SUS WO A5:'AS. TOP V EV 0. 'X' BRACE Ct)*1.'IEC 2•xrx1 /8•A:GL0 YITH 2 1iu S.H.S. IN EACH LEG BASE A::CLES 1.4;: Tx Tx 1/6 U-O4,e. ..t Et. CRTIP:ti / 1/4 1r'3 :. TTOCK4E55 1'x Tx 3/16 Arh;LE.. T LONG w7 3 -1/6 T)4R B t.TS TO court/N. 3' RISER X 12' VIDE ALUM. RCor PANEL COLUMN 2•x3'x1/8' ANGLE ON EACH s:D:' STRUCTURAL GUTTER DETAIL 2X2 R3 31 14EvBERS. r ,ENO WALL POST DETAIL_ SPCCA� 7 BP.4.7+1..7 T CLw4c Al EACH AL_v:!._v RA+1 FASTTNE '10 1%4S L. lrr Y/ 3 5/l6'. 3' LAGS NOTE. LARGER PLATE MAY BE USED IF REC J1R_D. , //* J0 UNLESS S1C!1ED .?it SEALED BY R03ER: S. IIcNSO'JK 1 EACH SJS.+-ii_ x I 1/T sus \ 1X2 le : hx,. 1'X2- 1/2'x1/16' COVER PLATE //MTh lo Sus EN0 wA;L CELL UM:; Ov[RL )E•" TC C: - Lk•: AND FASTEN *Tn 3 ( ?4 WS EACH S I :1{ A: ::C.'•. USE 4 1:4 Su: fOR 8C2 L 9 :2 B:} Tx 2 x MALES 1 14 SMS AS SHOWN TvC :14' THRU BOLTS 1 OR 4 114 SMS (� 1/4• THRU BOLTS STRUCTURAL GUTTER BEAM IVO 1/4' THRU BOLTS V/ VASHCRS 2X2X1/8' ANGLE V/ 114 SMS AND 3/6. S ANCHORS TYPICAL. EACH CORu•>: CDR.Nr R DETAIL ` C"zY Xi 9'iJ:LLE Lif:: 2 014 SUS L EtiH LEG RrA� in COLU.,:: CC::CONNECTION BOX BEAK tr 2' 'C.. � 1 T1/ )� • `, ) BOX BEAM BEAR USE Tx TX 3 / :E AA4'.0 YITH Tv;, 1/4' I}-€.'_ JOLTS 1. TVD 3/8' LACS T3 FASC1A 11 4 Sl. S Vet' ii USED IN PLACE OF 1/4' THRJB. ALTERNATE 1' FASC A WITH 2' SUB FASCIA. 1/4' T11R000LTS AS SHOw74. 2X2 SNAP AND 1X2 St:AP. FOR CABLE BRACI:IC AND 5' GUTTER DETAILS sa SHril /3. r X ex 1 /B" PLATES - BOY. B ALA WITH 4 II 4 5LtS AS SHOWN. CE3<1T 1MJ_•JS 1x2 ME•(PLR *T;r 24" O.C. AL01.; -C TTOR - - TX TX 3/16 ANGLE 3' LONG V/ 1/ THRU BELTS AS SrOVN CONTINJO'JS DIVERTER (optional) \ 2x2 / f 5/16'x 7 LAC: 4 AT Ex.. BEAU A!:3 12' C.".I :TA..E.RLD� 2'X2'X1 /6'ANGLE V1T.H 2 Q 1114 � SM: 3 1/7 x C •. . U 3 1 T1' (;.3`A xkr ;LR,TO ACCEI•TA: ' 4-1' L Box 2X? BRACE NTTN 1/8' \ A SH CA CND was H /ti Sv5 \ I AS OwI:. I A_t >410 SPC � z. 7- BR•t'. C cow, , A' CALM ALLV: W,f'[R I 1 t r. Tort;^ 10 r 4w w , :•., 1 "� 3 3,'1C. 3' / C_� 1'X2 - 1/2'X1/16' C3VER PLATE w:TH #lo SvS. X 1 1/2" ssS. EXTR;;D•OD GUTTER SPEc:AL Z BRACKET 7 LONG. 4 rr.:E CUTTERS ONLY. 114 X i ,/r Si. ; \ I X xr e 1.O1 l'ACCIA \ 1 T P ,r 1 T.: E.1 , r , '1 EXTRUDE:- { I1'IC.ATES 3/C x 6 CBS WALL BOX IBEAM DETAILS COLUMN ^I ��, t. � J r - ALTERI;ATE BPACE L_TAILS Al f� --e IRATIoN Ur'TE 4 - >J./ -:CH LTAILS. k\! _ . -. t - 1llc)IT1L: i• CUN•: RoL UivISioN 1. A: EKM BW Ca:ER PLATT. *r:.• 110 SvS. 101 )E..• . 2" rILLot 1'x Sx 1/6 OR t'x Tx 1/6 co AN :LE ctrl, 1 /4' T14i•B0LTS AS SH•4(`: DOUB:17 202 WITH 3/8' )1 6' LACS. 2 AT EA. COL. AND AT 24' 0.C. C01.^1lrJOUS 1X2 2.2.3 /16" A14CLS W/ 1 /4". 3' ANCHORS AND +14 S US. USE 3/5' ANCHORS FOR 2.7 Ate GiltATER BEAUS. 2X2X1/8' ANGLES 1, FASCIA CONNECTION FOR DOMES )(A' CCP.IECTIC :I USE r. 2'. 3/16 A'7Ss 3,/r VCs TO rAS:'A M10 1/f TNR'J90.TS 70 B:A)I. WA. 4' MCE CUTTER uuY BE USED AS SHOWN ON BE.v. 1A9'S SHEET 41 ( WAX. 104D - 11001 1 2 - 111 X 1 1/2' SM: [ACN MALIN 1)o SMS 24' D.C. TOP AND )^TIOI< COLUMN 1 o / ' INDICATES 3,'e' X Cr LASS AT LAC II LOCA : :C•, CAUJC LA. LAC GUTTER BRACE DETAIL 2X2 PURLIN: 1/16' U CLIPS WITH 110 X 1' :MS AS SHI NN APIi10 /ED AS CONPLYII:C Yli T it TH; soma ilc';DA BU;IDING CUDE ')=IL 1 ,9 199 PHO' JCI COH (Of. iV!SIOI1 BL':LO;N , CODE C0MPUANCE OFFIC' Aga NANCE N39 "06 /5.0_, 1--• v a) E 111 C* CO 0 32 END NON LOAD FEARING VALL SQUARE FOOTAGE 1 -145 1 146 -273 1 274 -363 1 364 -416 1 417 -443 'DIAL Iti.k3E.R ff CAKES Di iif FR:. T L'AD FANG VALL 2 1 EA. END 4 2 EA. END 6 3 EA. END 8 4 EA. END 10 5 EA. END SPECIAL Z BRACKET T LONG. 4" WIDE CUTTERS ONLY. i17 3.7 5" 4" Z- BRACKET .220 I .216 .190 it 14SMS #12SMS '#10SMS 6' SUPg 2P.AC T V1TN (4) 3/9' X 2 1/2' LAG BELTS TD FASCIA PRODUCT RE`iENYED Acctr'. cy.No. 0 0 — 1 13 O. U 1 E-tAaivrioN DATE I1/13 4 ALTERNATE p2.xx)cr !iikOi_ D'+VLSNON com 11: ':; 1 °Ail:1C. 4.825 4.700 ALTEI ,TE OTTER SIL. p..D! 1.7L' :•r'i .125 xr r 118' STADLESS STEEL CASE STALILESS SIM._ CAKE DaiBLE CI PRESSDal vES 1/8' ANGLE BRACKEi Viii; (9) 1,4 X 3 /i' SMS TO VALL KEX3ERS EYE -3.T VELDC CLOSED VIT}1 DCJBLE M!TS v -' r COIPRESSID: SL:EVES 1/8' STALE SS STS.. CABLE 3' A.STr A -36 5-17.0 T' v"iH (2) 317' x 3' SI...E E+ S iD T YCK CABLE BRACING DETAIL X 2 1/2' UG BELTS TO F;SCIA I FASTEN S;POZ GTR TO T}{ FAST STRL�C�'_ VITA( 1/4'x 2 V 2' LACS 2)' (LC. . RA.L T!".1; CU? w Y AL SD BE U :Fir 22 Sii,C CF C' RETE SJ.3. rJ• .‘,'TAZN 2' r.1N. EXE 5" GUTTER BRACKET DETAIL it S'JPEE GUTTER • QUA.ITITES ABOVE ARE FCR 3 SIDED ENCLI UZS. O'ER TO ENG .ER'S SITE SPECIFIC PLAN FOR OTHER CONDITIONS. USE DIE SET CF CABLES GN RETURN VALLS FCR SPANS OVER 16 FEET. -1/8' STA1 LESS STEEL CABLE - DOUBLE CCKPRESSIONSLEEVES 2' X 3' X V4' Alai i EA::H S•.Y D . S IT B E M VITH (4) 114 X 3/4' 5-x, TO =E .EA!! A:; (2) 3/8' `" T X 8' LAG, B O. T S i (3) 1: 4 X 1' S M; T O GUTTER fir"' 1 W D ---# ?ETE: V'cN 1x2 PERIKEEF. K�K.BER IS USEa. USE 2 S 1 IT 114' ANGLES. I ....---------- I 3/8' SLELVE RTF BEAM I 1 1/4' X 5 5/8' X r8'ALAi EARN A: 1 .... SOUTH FCCR:D,1 QUa.D:NG CODE DATE_ U LS' 2 ire PI:.,Oucl cu uuo Civ S'ON SUILDiNG COOE COMl'IIANCE OffICE ACCLPtr,;iCF NO C S :0 _1.O,5 Storm Screen. Inc. 3 ACCEPTANCE No. : APPROVED EXPIRES 9. This Notice of Acceptance consists of paces 1, 2 and this last pace 3. END OF THIS ACCEPTANCE 00- 1130.01 02115/2001 11/13/2005 NOTICE. OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this .Acceptance (approval) shall be considered after a renewal application has been filed and the ocicinal submitted documents, includin test - supporting data, encinecrii:g 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 followin : 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 chance in the South Florida Building Code atfectin_ the evaluation of this product and the product is not in compliance with the code changes. b. The product is no loneer the same product (identical) as the one originally approved. c. If the Acce ^ t C p i vith all the requirements of this acce,;tur._e. including taw _ tan'_. ho i der has not c m iced en correct installation of the product. d. The encineer, who orici:;aliy prepared, sicned and sealed the required docurnent�tion initially submitted, is no for er pra:ticin'2 the encineerir. profession. 4. r' Any revision or change_ in the rnatcrials. use. and /or manufacture of the product or process s!'a'i automatically be cause fcr termination of this Acceptance, unless prior written approval has been (through the filing of a reN.ision application v.ith appropriate fee) and .ranted by this office. j. 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 adhertising literature. If any portion of the Notice of Acceptance is displayed, then a shall be done in its entire:•:. 7. A copy of this Acceptance as well as approved drawin s 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. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal o Acceptance. Helms A. ` are P.E.- Product Control Examine Product Control Division Storm Screen, Inc. ACCEPTANCE No. : 00- 1130.01 APPROVED 02/15/2001 EXPIRES 11/13/2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0S26.04, which was issued on November 13, 1997. It approves an Aluminum Framed Screen Enclosure, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code. 1994 Edition for Lliami- 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. PRODUCT DESCRIPTION This Aluminum Framed Screen Enclosure and its components shall be constructed in strict compliance with the folio<<.ing documents: Drawing No. 3001, prepared by Ramms Encineerin_. Inc., dated June 10, 1994, last revised on June 12. 1993, sheets 1 and 2 of 3 and dated June 6. 1905. sheet 3 of 3, all bearing the .•liami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These shall hereinafter bc referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts. must be protected against corrosion. contamination and clanha2e at all times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's name or loco. city, state and the following statement: "Miami -Dade County Product Control Approved," shall bc attached to the bottom of each chair rail. 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 orth, system. l fr . ,( /(. i lelmv t1'.iakar, P.L.- Product Control Examiner Product Control Division PRODUCT CONTROL NOTICE OF ACCEPTANCE Storm Screen, Inc. 10180 S.W. 184 Terrace Miami ,FL 33157 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -D: \DE FLAGLER BUILDING 140 WEST I'LAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 - (305) 375 -2901 FAX (305) 375-2903 COYTRACI'Olt LICENSING SECTION (305) 375-2527 FAX (305) 375.3553 CONTRAcrOl ENFORCE\IF :s DIVISION (305) 375 -290 FAX (305) 375-2908 I'ItOnt'CI' CONTROL DIVISION (305) 375290 FAX (3051372- Your application for Notice of Acceptance (NOA) of: aluminum Framed Screen Enclosures • tinder Chapter 8 of the Code of Nlian,i -Dade County cove i1 the for`lcceptance by i`•tiami -p Types Construction and completely described herein. has been recommended County Building Code Compliance Office (BCCO) under the conditions specified herein. This ` OA shall not be valid after the expiration date stated below. BCCO reserves the riuht to secure this rroduct or material at any time from a jobsite or manuf� cturer's plant r r� alit` n odi o f f or suspend n . If this -oduct or material fails to perform in the approved manner. BCCO may use of such product or material immediately. BCCO r - erve `et the right q ore revoke � this the Sov h Fie it is dctern by BCCO that this product or material fail_ B uilding Code. • The expense of such testing, will be incu:red by the manufacturer. ACCEPTANCE NO.: 00- 1130.01 EXPIRES: 11.'13/2005 Raul Rodri_ucz Chief Product Control Division THIS IS TI CO SEE P A G E S IC AND C;ENf:R= - �1 BUILDING CODE & PRODUCT Rr YWF.V CO\IMIITTEE This application for Product \pproval has been reviewed by the BCCO ar,d approved by the Building Code and Product Review Committez to be used in Mic_a ;i -Cade Count;:. Florida under the conditions set forth above. APPROVED: 02/15/2001 1`s :.15 04C I`pc2 ^0'.ce ^.rh : ^ :nc :�cc a :ce;>> ^.ct co +c' he (h t :t i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address/69/ (e 5 e,-4.04-.05 Registered Architect and /or Engineer /.....14a56 and address of licensed contractor ,- Location and legal description of lot to be built on: Ixt 6 Block - Subdivision C PZ 4 T `Sheet and Number where work is to be done___ -#J r __ ___i_____! 6/ -State work to be done and purpose of building (by floors) F 2 G T and for no other purpose. New Building Remodeling Addition Repairs No. of Stories m---- - ✓o b fe constructed of C � S Kind of foundation �.�1 - T � � O Roof Covering g v � 4 - 7— lJP aZ/0cL ✓ B d Estimated Total cost of improvements $ Z. , O — Amount of Permit $ V0 422- Zone cubage required Distance to next nearest building Size of Building Lot Maximum live Load to be borne by each floor _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (S` igned)_Atl • li7c STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him staled are true. Permit No Date 7-it Read, Sworn to and Subscribed before me. Disapproved ( Signed) si 1 MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT BUILDING INSPETTION DEPARTMENT Buil Date ng Inspector Date__L__L ___< - - -sl F, , 19 4 7 1 . No._%_! _J Stree .1 sr •, �' e o 111_4.1.,5 b i) 7,5 -.4 r v-h/ i .eS PG__ t_r_1 T l�I�7 c _Plan Cubage_ -g 4 `L A o1 /PA Notary Public, State of Florida aoAi' ST TES My Commission Expires PLA ING BOARD DATE Chairman _ Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. F L G . a- 42 " . 2-4>ere -A • P 14 1 t , ‘0. 4 ¼. g C1'6/ .3/47:1 t (-1C 0 I 7- '=• 1