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1036 NE 96 St (3)Date Type Ins Permit No. ---- Name / �-� Address / i 34 itqf MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time i °,&2 Company 0 • Phone # 5 ? For Inspector: i D Name ate Approve ) ...„-- ,(7.,.7._.-a.,..,z_._ Correction ❑ Re- Insp'n Fee ❑ Date Square Ft. � } , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 7 Job Address / 9t/ 96''(1 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant /J C4/ / GAf l f e�/CMaster Permit # - 1 2 5 Owner's Address / O %' 6/ �` ' Phone 6 Contractin co. /1 • ge&C-kk //V Address / A 7'G% 77 /f `S `S /- Qualifier �� CA is l�C�iC l � SS# - e..� Phone / , � State # � � C) 7 &4 Municipal # Competency # Ins. Co. may, Architect/Engineer / . 60s/ ' Address ��v /�`tS/ * �� 14D Bonding Company � Address Mortgagor Address Permit Type (circle one) BUILDIN(y ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION . 42i :s(J U, �� 2 ' , 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 LENDE 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 - that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. Furthermore, I authorize the above -named contractor to dot work stated. ignature of o L er .' or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: I 97 Estimated Cost (value) qoco ignature of C tracfor or Owner- Builder Notary as to Contractor or Owner - Builder My C D) CIAL NOTARY SEAL 6' �i SANDRA NI MONTIEL 0 COMMISSION NUMBER Q CC4O1261 �•,� Q?� UT COMMISSION .E XP. or f\a AUG. 17 1998 APPROVED: Zoning Building Electrical Mechanical J Plumbin Engineering Date 1//2 :79 FEES: PERMIT 71 l RADON (6 C.C.F. G, D 0 NOTARY - 5, b 46 BOND . g r 6 a TOTAL DUE Sq y. PROJECT NAME: AND ADDRESS: tarli taro BUILDER: OVOS PERMITTING OFFICE: AF\ j\ r SS CLIMATE ZONE: 7 At '' / - 7 7 8 X 9 n /ow/ 5',q- - R..0 !„ fl OWNER: / / C4 - J DO / PERMIT NO.: 4 5 ' % JURISDICTION NO.: i 03 x fr 0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000 -97 for additions of 600 square feet or less, site- installed components of manufactured homes, and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008.97 or 600A -97. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C -3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print CIK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gas, othe , existing, none) * Pertains to manufactured .mes rith site nstalled components. I hereby certi that the ' d specifications covered by the calculation are in compliance ;f the Flom : rl F.: PREPARED BY ! DATE: I hereby certify tha + is bu,ding is i compliance with the Florida Energy Code. OWNER AGENT: DATE: - 1 - 1. 'fL - NO t//Tr /D/v_ 2. lM' -16 ovir4IU/ Ta1OIeV 3. QU, A . 5. O >S Single Pane Double Pane 6a. °' sq. ft. -- sq. ft. 6b. sq. ft. - C+ sq. ft. 7. ! " 2 % 8a. R= ± /� �- Iin. ft. 8b. R= 4/ . sq. ft. 8c. R= /vG} - sq. ft. 8d. R= 4✓4 _ sq. ft. 8e. R= N sq. ft. 9a -1 R= .' 2h 41-0 sq. ft. 9a -2 R= -_ sq. ft. 9b -1 R= 5 9b -2 R= 9c sq. ft. sq. ft. 10a. R= Kam' sq. ft. 10b. R= R-10 1 - sq. ft. 11. Type: SEER/EER: /C -' N /M. 12. Type: &TO - c. • 6re 11 HSPF /COP /AFUE: 13a. 13b. YE S 14. Type: A ° + • EF: N. . Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy 1111 Before construction is completed, this building wit be inspected for complan.- . <' • . ce with Section 553.908, F.S. BUILDING OFFICIAL ``, " DATE: Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSULATION M UP TO 20% UP TO 30% UP TO 40% UP TO 50% INSTALLED Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC 1"- 1.0 0'- .86 0'- .90 2'- 1 1"- .86 0 " -.65 1"- .90 3 "- 1.0 0 "- .70 i 2'- .86 1'- .65 0"- .45 2'- .90 1"- .70 0 " -.50 4'- 1.0 3 "- .86 2'- .65 1 '- .45 0"- .35 3 "- .90 2 "- .70 1 " -.50 0'- .40 SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC + .87 =SC LL TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. r '' Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. AA. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). = Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. /V• A. Exhaust Fans 606.1 Exhaust fans vented to unconditionec space shall have dampers, except for combustion devices with integral exhaust ductwork. 4 • Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. AC, AI. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. tic At Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 4 A • HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in ac,:vrdance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. ° HVAC Controls 607.1 Separate readily accessible manual anual or automatic thermostat for each system. _- ___ .� ac.. COMPONENT I MINIMUM I INSULATION M EQUIPMENT MINIMUM I INSTALLED Concrete R R -7 C CD NC - Split S SEER = 1 10.0 S SEER = = hiQ Frame, 2" x 4' R R-11 z z L Pkg. S SEER = 9 9.7 S SEER = = LL Frame, 2' x 6" R R -19 -Single P Common, Frame R R -11 o o R Room unit or PTAC E EER = 8 8.5* E EER = = Common, Masonry R R -3 _ _ Electric Resistance A ANY • E Under Attic R R -30 co H Heat pump - Split H HSPF = 6 6.8 H HSPF = = Single Assembly; Enclosed Frame R R -19 - - 10 S Single Pkg. H HSPF = 6 6.6 H HSPF = = = LII Metal Pans R R -13 w w R Room unit or PTHP C COP = 2 2.7* H HSPF/ = Single Assembly; Open R R -10 f a a C COP w _ N N G Gas, natural or propane A AFUE = . .78 A AFUE = = Slab -on -grade w No Minimum / /t - 3 N = Raised Wo R R -19 F Fuel Oil A AFUE = . .78 A AFUE = DC Raised Concrete R R -7 Common, Frame R R -11 c cc E Electric Resistance E EF = . .88 E EF = = �r -� = ° - - oz ¢ G Gas; Natural or L.P. E EF = . EF = Iona In unconditioned space R R -6 R = R-----2'...e, � ( ( .54 E In conditioned space N No minimum F Fuel Oil 1 1 EF = . .54 E EF = . FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HOMES • PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONL - 2 - See Table 6-3, 6-7 Climate Zones 7 8 9 GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all non - vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the tot ? glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 10010 get the percent. Find the largest glass percentage under which your calculated percentage falls; on Table 6C -2. Prescnplivas are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient u is specified. Actual yi2 sc. windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 5C -2 All new glass m the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the lace of the glass to a point diractiy under the outennostAdge of the overhang. ` \ 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a twc root overhang and whose w oa edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane dear or doublet pare tin'ad. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Read °Minimum Requirements for Small Additions and Renovations', Table 6C -3, and check all applicable items. 7. Read, sign and date the "owner /Agent° certification statement on page 1. MUCC &1 E k1 MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CIEOCLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COIF (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BC4 -204, Construction Indu Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECK OFF Notice of Permit Application (signed by ;person performing the work, licensed contractor and the property owner, both signatures notarized) . Two sets cf plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address Amender plans, in addition to the above, must also include the permit number. Structural Calculations signed and seared by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE Coun State of Florida Products Approvals for roof materials, sheds, ':ndo ?, exterior /garage doors, aluminum carports, screen enclo shutters awnings, skylig • ts,..f_ench doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & << Health Department (when =opl_ca__ . r_I 2� S r p ;' aOrr /far ��' F� Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee Flood Flevat ;on l �o SeZ Hi" F deli ZDAP ?hi-ea/044;W) 3L__I_ - --r . -y 770'..T — .:o3 1 - /‘ / 96 5t . // /Lv __ _3:; . :S (c tL crrcd CODS __G_ LOCIZ :c l � G-UL1 u S i ey c'5 ec/ CD°'l v e r' /'eei 1 `t rIte 1n�L u 1 e Pia v) which o/‘ Si -'s (hi I Vide 44% w; // 6)u 1/nt'r ,:i e? e er - e'SS �P�L f �.t re ? 6 ) Pes b /dveen Fre frie Dc0/3 dvy...iSf- be S"fre ru.l iv re _ 545 ,.s f — s 5(3 e (5) E d9 phi vi fv� 1 bcf• e 'nne( 45d°41445 % ' ' / ex:reY /vr vela y '/ be o - 4-tie ei 5 Tge/ e r can o'e re klason y t/ icul re /14c. fh be. llt -eke' fad 1 e dor /3 . PPUA) • rc', v1E:- /q Luz -rt e pe J704.1 0. f,i L (c ct l'e 5 Car C-u; seof. A • 5c(I rjfit i e ri f. R L,cc 14 pr•L'lc" is I u) irldcu.i 1 • o ecru ?pi e • ti ! - .- _ -. ( C Y 1 a "Id ,f J �� rN► f %l r� . reivtf • OT "may. . .7 .............................. .7 :c /o 16 CODE SEC::s2.4 ?LIGE LOCK:DIN ) riz/ I R '5 z a--6-Lzce_J (0 k To 43-"tee 0!::: :03 "f F. Q. - _ter __.; . - i CODE 37.-77.-IN l ? 1 G= \&(( T is &cr/06 i co ioo ci 1 fl t'1 tior P ` j_i r. TT t Q off EY 1 ST tiIF E Foe C I MUST i3r c Ft cry S rOE 1'i 'Ci2T‘ LZAIF Jhores F L 0 R 1 D A PLANNING BOARD AGENDA OF December 18, 1997 Name of Owner /Applicant Ricardo and Mary Mucenic Name of Architect/CiainitaF Moshe Cosicher, Architect Address of Property, and/or Legal Description 1036 NE 96 Street Nature ofRequest Approval of plans for carport enclosure. Present Zoning R - 25 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change No Council Action Required Planning Board Action Council Action Director of Building and Zoning ITEM NO. 2 Phone No. 757 - 6003 Phone No. STATE OF FLORIDA AC# 4 fi 1' L h Department of Business and Professional Regulation CG - CO32724 03/'05/1.997 96026789 CERTIFIED GENERAL. CONTRACTOR MUCENIC, RICARD0 R MUCENIC INC IS C E R T I F I E D under the provisions of Ch. Expiration Date: AUG 31 , 1998 489 FS. December 4, 1997 The Village Hall Planning & Zoning Board 10050 NE 2 Avenue Miami Shores, FL 33138 Re: Car port enclosure at 1036 NE 96 Street, Miami Shores, FL Gentlemen/ladies: I respectfully request the above referenced subject be included in the agenda for consideration at your next meeting on December 18, 1997. Sincerely, Ricardo M e c RM/sl 24' 0' ?0' 0" 10' 0 ' 1niW11111mn, Demolish & Remove L _ _J i Demolish & Remove 11I1111111111H1H11H11111 Jmllummlmiuumimlmlmunla Family Room Storage Closet I� Closet K Porch Dining Room Living Room Bedroom Demolish & Remove Cut To Provide for New Footing 0 a1H11 ►fii11111111ts1111111(IilFami. Hula Existing Garage Door Cut Existing Slab in 3' 0" x 3' 0"5ections as Shown & Remove Debris 1111mfIui. imago • IIIYII'= #48 1 4 r p r • Location, of —New NC Lrt Stara r 11 O MED WED • 4 EEO EEO IBM I �� Laundry - • II 1 New Patio (Writ' • • rJ9V 4••- M sdt6r rye floor Owner 1 ' 1 / Family Room Close Existing Opening Fir & Drywtl ecw side & Om Coat to Match Exist. Finish 12, 0 O / ""lpr drilmm. ,..zumaTmin r . A * Li F. --- i 4,44 A11.6 roo • _ 24 , 0 �� MED NEM DEE ENE Ina EDE 12111111111111111 - hotting vim mem ENE MOD Dow INM EDE DEN ima EIDE rme Ma Close Door (*MI! Rr & Drywil Fe 1 y Room Inside 5 10'18 " _ - , Planter 1111111111 New Kitchen Conflicts Tile flopr As By Owner vew Ki tchen Cabinets — Kitchen N Close Existing Wlnmw — w /6' Canc.3locr Waif stucco • - to Match Existing New s., Landing : r a- 14 New 5de Gate MI . isimawilmowe , WilillnillThil 110411101111MMIM0 InWAIMISMInent Millildffir * MOW 1041 111101111MOMIPIRWRIIIMMI ifilillatiliallnlirninP" .4 1LIMISIIIIIAMIIHMOOMONIONAMORWIWOOM ounumilinisinumpP- - **Ripsoismeintosin 11101111111111111111$1011110 11111111111011MOMOMMAIII AMU 5EP NOKTH (FRONT) ELEVATION co Finish To Match Exist 5CALE: 1/4"=P-0" / 1 0_ u•P Q Z — 0 0 3i I I II 9 ��wunvulu IU 111E 1 LA (1■LI,LV■ r. I'L�.VIIULU ill I I-AI OF THE PUBLIC RECORDS OF �A,dt: COUNTY, FLORIDA F. 1 • P•� /L °N 10 BI0 JC Q, corner uI 0 11 lb N.E.. 1 q 2, 5D1 _. x X x x is 11 10 � 6. t'1 1' 10 2 � zz t j awl s ' 5 ' 5. bc�5� 3 ST 0 •v • N N 24.1' ONE ST 11 C.g$: Ga¢e.fgE. N EIEd. "1.2c' • • •20.1' • GA • poRC _ 45 z ONE. ST G.6 _°+. .ES • No Io.2d 'o 142.50 PA Zi o a I e 64 3 z 1 W r � z4 t5 u a7 LL t7 5U 31 9L i1 4.3 •i a 0- r �G `t7 • ,,4 36.6 F•%.P-d) I/ 2. • 40 ID Li PROD UCT CONTROL NOTICE OF ACCEPTANCE Marvin Windows & Doors HighR 2 y 11 Warr( a 3, Accepts n re No.: 96- 0424.02 Approve1: 02 /06/97 L 'd MCTRCI ADC 11 E xpires:02 /06/00 MN 56763 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER UILDING BUILDING CODE COMPLIANCE OFFICE S uIIt 1603 METRO -DADE FLAGLE BUILDING 140 WEST FLAGL STREET MIAMI. FLORIDA 33130 -1563 575 -2901 ) 3754900 ( FAX (30 PRODUCT CONTR L SECTION 3752902 FAX ( ) 372-6339 Your al■l lication for Product Approval LA Aluntit a . m Clad Outswing Wood French Door under (1- apter 8 of the Metropolitan Dade County Code governing the use of Alternate Materi and Types c f Construction, and completely described in the plans, specifications and calculations a submitted by: Applica n ', along with Drawing No. CO FD -0001, Sheets 1 lhru 3 of 3. (For listing. see Section b of this Notice of Acceptance). This apl )val shall not be valid after the expiration date stated below. The Office of Code Compliance reserves t ►e right to secure this product or material at anytime from a jobsite or manufacturer's 1Jlant for quality (:c ritrol testing. If this product or material fails to perform in the approved manner, the ode Complier: ;e Office may revoke, modify, ur suspend the use of such product or material immed The applicart ;hall re- evaluate this product or material should any ammendments to the South Florida Building Code be nacted affecting this product or material. The Building Code Compliance Office rese es the the right 1 revoke this approval, if it is determined by the Building Code Compliance Office th =t this product o material fails to meet the requirements of the South Florida Building Code. The exp of such tes :i ig will be incurred by the manufacturer. sul Rost guez Product Control Supervisor THIS IS THE COVERSHEET, SEF. ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This apt.li ration for Product Approval has been reviewed by the Metropolitan Dade County Bui14ing Code Ccn pliance Department and approved by the Building Code Committee to be used in Dad County, F orida under the conditions set forth above. s anger, Director Building Code Corrpliance Dept. Metropolitan Dade County L6 L8 LSZ SOE VIW SOISSV10 MOANIM WOdd WVZO:11 L66L -0E -Z1 Z d • MI vin Windows andDoors, -2 ACCEPTANCE No.: APPROVED EXPIRES : FEB __ .. - N OTICE ow- ®CC)E✓f 1•ANCE: SPECIFIC C,OND TIQNS 1. l) SCRIPTION OF UNIT {{ 1.1 This approves a wood door designed to comply with the South Florida Building Cotte, 1994 Edition for ade County, for the locations where the pressure requirement, as determined by ASCI 7 -88 "M.r imurn Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating valit� s in Section 7 and within the limitations contained in Section 3. 1.2 Model DesiQmatiort Aluminum Clad Outswing Wood French Door 1.3 OvcralOize 6' 3- 1/16" (75- 1/16 ") wide by ti' 1 -7/8" (97 -7/8 ") high by 4 -5/8" dee 1.4 Configuration XX 1.5 'No. & Size of Door Panels: Two door panels (sash), one active panel 37 -1/2" wid by 96" high and one inactive panel 37 7/8" x 96 ". 2. lv14,TERIAL CHARACTERISTICS 2 .1:E - acne and Sash Material: Wood. 2.2 j5 lazing 2.2.1 1az Material; 3/4" overall thickness insulating glass unit, using two lites Of 1/8" double strength tempered glass and an air space in between with a desiccant- filled spacer sy ern. 2.2.2 Gazing Method: Exterior glazed, 1/2" glazing penetration, using adhesive be ding compound and extruded aluminum glazing cap (Part # A172) with rigid vinyl glazi g bead (Part # V306) between cap and glass. 2.2.3 Daylight U enijng. 26 -1/2" wide by 80 -7/8 high. 2.3 skConstructio_tr. 2.3.1 Stiles: 4.75" face by 1.664" deep wood profile (Part # W3276) at stiles. Aiurt. cladding cuu fists of a 0.055" thick extruded alum. cladding (Part # A71 1) at a tive lock stile and (Part # A728) at hinge and inactive lock stile, applied to exterior nly. 2.3.2 Astragal: Astragal is a 2.210" face x 4.414" deep overall composite wood me ber. Consists of an interior 1.000" face x 3.914" deep AC marine grade plywood c'' with wbod molding strips at back and each side (Part # W7237), kerfed for weath erstrip. fastened to edge of inactive leaf stile using eight #8 x 2 -3/4" PFHWS. At front, an exterior extruded aluminum alloy cladding astragal cap (Part # A721) kpplicd to exterior only. An extruded aluminum astragal cladding (Part # A732) with a groove fur a weatherstrip is attached to the edge of the active leaf stile using e ght #6 x 1-1/2" PFHWS and closes over the astragal. 2.3.3 Rails: Top rail is a 4.750" face by 1.664" deep wood profile (Part # W3273) t panel head. Aluminum cladding consists of a 0.055" thick extruded aluminum cla ding (Part # A728) applied to exterior only. Bottom rail is a 8.125" face by 1.602" eep wood profile (Part # W3275) for a 6' 8" high and a 10.350" face by 1.602" d ep wood profile (Part # W3272) for a 8' 0" high door, at panel bottom. Alumin m cladding consists of a 0.055" thick extruded aluminum cladding (Part # A728) . pplied to cxtcrioc only. 2.3.4 Corner Construction: Finger joint assembly. all come s secured wit / .. Man el Perez, P.E. Plana xaminer II Product Control Division 62000 L618 L8 9OE VIW SOISSV1O MOONIM WOd. WVEO=11 L66L -OS -�L S NQT1CR QP ACCEPTANCE: SPECIIF'IC CQ NDITIONS 2.4 E rare Construction: 2.4.1 Head: 1.313" face by 4.563" deep rabettcd wood profile (Part # W2162) is sed at the head. Aluminum cladding consists of a 0.813" face x 2.303" deep x 0.065" wall 6063 -T5 aluminum hollow extrusion with a screw spline, applied to the exterior only. 2.4.2 Jambs: 1.313" face by 4.563" deep rahenM wood profile (Pan # W2162) is scd at the jambs. Aluminum cladding consists of a 0.813" face x 2.303" deep x 0.065" wall 6 63 -T5 aluminum hollow extrusion with a screw spline, applied to the exterior only. • 2.4.3 Sill: A composite fiberglass and wood bumper threshold consists of : a 1. 78" high x 5.844" wide fiberglass sill (Part # F252) and a wood portion that sits on top of the sil a; the interior side, that is a 1.487" high by 2,438" wide oak profile (Part # W7166) kerfed for wea erstrip and attached to sill using two #8 x 1 -1/4" SS SMS. 2.4.4 Corner Construction: The main frame comers are of finger joint assembly, all corners 'secured with glue and fastened using three #7 x 2" PFHWS per comer thru head into amb, tree #8 x 1 -1/2" PFHWS per corner thru sill into jamb and one #8 x 2 - 3/4" PFHWS per corn r thru jamb into heard, Aluminum cladding horizontal piece is artached to verticals at corner with one #8 x 1 -1/4" PPH SMS thru head into jamb screw spline and with one #8 x 1 -1/4" PPH SM thru sill into jamb screw spline. 2.5 NV 'atheutripning. Quantity Description Atu vin wiuslows and floors , 1.5.1 One Row Rigid wall /flexible double bulb _ gasket (Part # V193) '..5.3 One Row .'.5.4 One /panel :.5.5 Oric /panel :.5.6 One /panel 2a - ACCEPTANCE No.: • , i4 APPROVED • _. FEB l 5 1997 EXPIRES : FEB 6 2000 Location At frame head and jams. 1.5.2 One Row Q - Lon 650 fabric coated 1 compression weatherstrip . (Part # V650) Rigid base /flexible bulb compression At aluminum astragal claddin weatherstrip (Part # V910) Panel cap (Part # V360) At top edge of door panel top il. Dour sweep (Part # V212) At bottom edge of door panel ottom rail. Bottom Rail Drip Cap (Part # V251) At exterior bottom edge of doo panel bottom rail. At wood portion of tlueshold d astragal. Man el Perez, P.E. Plans Produ Control Division iner II L61 8 L9Z 608 V I W SO I SSd MOON I M bJOdd Vdb VB = l l L66 l —OS —Z l V d Mg v in Windows and Doors. Inc, 2.6 El rdware: Qty. Z.6.1 Two Z.6.2 One !.6.3 Two NDTICFJ)F Ar.er,FT ET 'F: Description GU two -point lock system operating a concealed throw bolt at top and bottom of each panel lock stile, Icvcr operated on interior and exterior. GU single throw bolt lock, key operated on exterior and thumb -turn on interior GU manually operated surface mount slide bolts. 4" x 4" Lawrence Brothers butt hinges (Part # Misc -1754) - 2b- ACCEPTANCE No.: APPROVED EXPIRES RR SPECIFIC CONDI TIPNS :.6.4 Ten (5 /panel) 2.7 V rj epholes: None 2.8 NJ, ntins: None 2.9 Et n£orcement: None 2.10 Ak lditiional Description: Equal leg type frame with 2- 5/16" high sill. FER 0 Location At arrive and inactive pan l lock stile, 35" from bottom. At active panel lock stile, -5/8" from lever above. One at top and bottom of i - active panel lock stile. At each jamb stile, 9" and 9" from top and bottom and one at mid pan. Manu Perez, P.E. Plans Produc Control Division 6 1997 3. L11l ITATIONS II -- 3.1 Tlti; approval applies to single unit applications of pair of doors and single door only, as shown in Scctii'i 10. Single door units shall include all components described in the active leaf of this approval. 3.2 Fur Design Pressure Rating vs. Door Size, see Comparative Analysis Table in Section 9_ 4. INS' 'ALLATION: 11 4.1 $s, r wsjnd Method Q Attachment 1.1.1 Anchor through frame member. SILL : Twn #10 x 3" FHWS thru wood frame at sill, one at 6" from each corner. additionally (on pair of doors only) Two #10 x 3" FHWS, one at 3" on each side of asragal :enterline. -LEADER : #10 x 3" FHWS thru wood frame at header. spaced at 6" from corner and tie rest at 14-1/2" o.c. maximum \dditionally (on pair of doors only) at 3" on each side of astragal centerlituc AMBS : #10 x 3" FHWS thru wood frame at jambs, spaced 6" from corners and 20' o.c. max. 1.1.2 Anchor through steel clips. IEADER. SILL and _IAMRS- 050" thick x 1 -1/2" wide x 7" long galvanized steel bar clips spaced from corner and 16" o.c. max., attached with two #8 x 3/4" screws to window frame and three 18 x 3" screws to buck. or number of clips required, see comparative analysis table in Section 9 of this a ' proval. finer II L619 L9Z SOS VIW SOISSV10 MOONIM WOdd 141VV0=11 L661 -0E —Zl - LY13ti' in Windows andyoors. Inc, S - d NOTICE Q ' ACQEPTANCF: - 2c - L6 l 8 L9 SOS b' I W SO I SSd MOON I M WOd. ACCEPTANCE No.: APPROVED : FEB 0 6 1997 EXPIRES SPECIFIC C_1DITIONS NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS Notci Pleas s c note_#11. Page 3 4.2 L i iit shim space to a maximum of 1/4". 4.3 FA achments of sub -bucks shall be designed by the Architect or Engineer of Records and compl ance with the South Florida Building Code. 4.4 Fa ;teners must have their own Notice of Acceptance and must be made of stainless steel adeq,i; lc protection against corrosion, per DIN 50018. Aluminum contacting metals not con comF ra "ible shall be properly protected. Manuel 'erez, P.E. Plans Product ontrol Division FEB 0 R 2000 r ust be in r have idered 5. IUE NTIFICATION 5.1 Ea :h unit shall bear a permanent label with the manufacturer's name or logo, city, state arld following stater :nt: "Dade County Product Control Approved ". 6. U51 6.1 Ap ilication 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. 6.2 Thi Building Official shall ensure the adequacy of window to meet the pressure requirem nt of the open 3 in which it is to be installed. 6.3 N) a The installation of this unit will requirik a hurricane protective system. r if WVSO'll L66l —OE —Z MRE 'in Witadgws. and Doors. In; 7. TE STS PERFORMED: TEST IR n (FILTRATION Q 1.57 PSF 1 7, PA 202 -94. (0.37 CFM/F I') UNI;=I )RM STATIC PRFSSU(R DESIGN LOADS SFBM: PA 202 -94 POSITIVE UNirt IRM STATIC PRESSURE FBA: PA 202 -94 NEGATIVE WAIT R RESISTANCE (PSF) FBI: 'A 202 -94 UNHI( RM STATIC PRESSURE FULL TEST LOAD STI4I E330 FA 202 - 94 POSITIV>r 30 Seconds UNIF'C RM STATIC PRESSURE FULL TEST LOAD FIX: 'A 202 -94 NEGATIVE 30 Seconds FORCI :D - ENTRY RESISTANCE (FER) STN F 588 Design Pressure Rating (Positive) DESIGN LOADS - 2d - RESULTS: ACCEPTANCE No.: EXPIRES • ./ TEST LOADS 0.35 CFM/FT' FTL- 1253 i 55.0 PSF FTL -1253 -55.0 PSF FTL -1253 +8.30 PSF FTL -1253 +82.5 PSF FTL -1253 -82.5 PSF FTL -1253 SATISFACTORY FTL -1253 Design Pressure Rating (Negative) For l e :ign Pressure Rating vs_ Window Size, see Table in Section 9 "Comparative Analysis" Manu l Pere ?, P.E. Plans Product Control Division DESIGN LOADS +ss.0 rsr FTL- 253 -55.0 PSF FTL - 253 +55.3 PSF FTL- 253 +55.0 PSF FTL- 253 -55.0 Irsr FTL - 1 253 +55.0 PSF -55.0 i'SF 8. E'4 `I 'LENCE 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 Resistance, per ASTM F 588 -85 along with installation diagram of door prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1253, dated December 27, 1995, re- issued on March 22, 1996, signe and sealed by Gilbert Diamond, P.E. 8.2 Drawing: .2.1 Manufacturer's drawings for Clad Outswing French Door with sections, details and part :lL awings. 3.2.2 Drawing No. COFD - 0001, Marvin Windows & Doors, "Clad Outswing Frencll Door, Sheets l thru 3 of 3, prepared by manufacturer, dated 12/24/96 and 07/03/96, signed and seal d Stephen D. Fisher, P.E. 8.3 'Calculations: 1.3.1 Comparative analysis and anchor calculations for Clad Outswing French Door, prepared by )avid H. Goulet and Robert Weir, dated April 17, 1996 and Dec. 26, 1996 respectivc1 , signed and sealed by Stephen D. Fisher, P.E. iner 1I 9 L6 L 8 L9 SOE d I W SO I SSV MOAN I M WOdd V1VSO : 1 1 L66 l —OE —Z L L d - M L'ita Windjws and 1poors. Iim 9. CI +1VIPARATIVE ANALYSIS: Positive Design Load shall not exceed the water test p ssure. Unit . Configuration Description (Call Size) 6080 5480 XX 67" 5080 XX 63" 4080 XX 51" 6070 XX 5470 5070 4070 6068 5468 5068 XX 63" 4068 XX 51" 3080 X 37 -7/8" 2880 X 33 - 7/8" 2680 X 31 -7/8 2080 X 25 -7/8" 3070 X ^ 37 - 7/8" 2870 X 33 -7/8" 2670 X 31 -7/8 2070 X 25 -7/8" 3068 X 37 - 7/8" 2868 X 33 -7/8" 2668 X 31 -7/8 2068 X 25 -7/8" XX XX XX XX XX U nit Dimensions (Inches) Width 75" 75" 67" 63" 51" 75" 67" Comparative Analysis Table Length 97 -3/4" 85 - 3/4" 81 -3/4" 97 -3/4" 85 -3/4" 81 -3/4" 2e - ACCEPTANCE No.: APPROVED EXPIRES Design Pressure Rating (PSP) Positive 55.0 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 553 55.3 55.3 55.3 55.3 553 55.3 55.3 55.3 55.3 55.3 L618 L8 Say VIW SOISSV1O MOaNIM WOdd Negative 55.0 58.7 60.9 69.6 58.3 62.1 64.3 73.0 59.7 63.4 65.6 74.3 85.5 92.8' 95.n 95.0 88.8 95.0 95.0 95.0 90.2 95.0 95.0 95.0 10. TYPICAL ELEVATION: For typical elevation and cross sections see Drawing No. Sheets 1 thru 3 of 3, bearing the Dade County Product Control approval stamp. Manu 1 Perez, P.E. Plans Product Control Division 6 1997 Req!d. # of clips (onl for clip inst llations) 39 37 36 34 36 34 34 31 35 34 33 30 31 30 29 23 28 27 25 21 27 26 24 20 2 000 iner II Wd90=11 L661 -0E -1 COFD -0001, - &Iiux whitlows and Doors. Inc, 3 . Renewals of Acceptance will not be considered in a) There has been a change in the South Florida Building Code affecting the evaluation of th s product and the product is not in compliance with the codc changes; b) The product is no longer the same product (identical) as the one originally approved; r) 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 scaled the required documentation initic submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall auto atically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filin of a revision application with appropriate fee) and granted by this office. 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 t,mrh>rt, for sales, advertising or any tither purposes. ti. The Notice of Acceptance number preceded by the wnrds Dade County, Florida, and followed by the tither date may be displayed in advertising literature. [fatty portion of the Notice of Acceptance is displayed, the it shall be done in its entirety. .: a ► 1 1 10. Thiess specifically indicated in the Acceptance (approval), this unit is approved as a single unit installa nultiple installation of this unit, a separate Acceptance for mullions is required from the Product Con 11, he spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. asteners in all other ports of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, hall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner an tile. Fastener shall fully penetrate the buck, wlticli !hall be the same size as the one tested with the unit >lastic shields or pins shall be used for anchoring. 12 iardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 3 lorida Building Code. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: APPROVED EXPIRES ed products and doors 8' d L618 L8 90E VIN 801 SSd MOON I M WOdd 0 6 1997 F B l G 2000 NOTICE OF ACCEPTANCE STANDARD CONDITION . Renewal of this Acceptance (approval) shall be'considere' afer a renewal application has filed hrtd the original submitted documentation., including test supporting data. engineering ttnrr>ments, are no older than c t (8) 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 Approved ", or as specifically stated in the specific conditi ns of this Acceptance. A copy of this Acceptance as well as approved drawgs and other documents, where it applies, shall b provided to the iser by the manufacturer or its distributors and shall be available for inspection at the job site at all tim s. The copies seed not be resealed by the engineer. 'ailure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. S. nab Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Manu 1 Perez, P.E. Plats Ex Product Control Division For !Section. e spacing of ut in no case mullion or No wood or e South er lf WV90:11 L661 -08 — ) .._..� ..,..: r ' •.. r..0 G.,.:, ) cc.n 'W • t LP/41C j ercnr rlcl 2EU1510AS (X) i (XX) CALL ND HEIGHT rRAHE USN ROUGH OPENING KAS'NRY OPENING PANEL 05)4 GLASS 1.541 DAYLIGHT CALL NO HEIGHT 6 -8 81.750 82.251 82. 0(0 30.000 68.250 67.125 6 -8 7-0 85, 750 _ 86. 251 86.0(0 34. 000 68. 250 67. 125 7-0 8-0 97.750 98.250 98.0(0 36.000 82. 0(0 80.375 8-0 XX CALL NO VI 81H i XX CALL NO WI 11TH 4 -0 51. 300 52. 001 51. 5(0 ?4. 000 15. 625 l 4. 500 4-0 5 -0 63.300 64.001 63.5(0 30.000 21.625 20.900 5 -0 5 -4 67. )00 68. 000 67. 510 32.000 23. 625 22. 500 5 -4 6 -0 75.300 76.000 75. 5(0 36.000 26.625 26.500 6-0 X CALL NO WIDTH X (ALL WIDTH 2-0 25.375 26.875 26. 3;5 ?4. 000 15.625 14.500 2 -0 2 -6 31_ 375 32. 875 32. 3 ;5 30.000 21. 625 20. 500 2 -6 2 -8 33.375 34.875 34. 3;5 32.000 23.625 22. 500 2 -8 3 -0 37.375 38.875 38.3 ;5 36.000 26.625 26.500 3 -0 CHECKED BY; DAVE GOULET APPROVED DAE:12/24/96 PROFILE NO: UNSPECIFIED TOLERANCES: DECIMALS: 1 ANGLE; .XX = 1.03 8 ±.0001 11000 'ART Oro SPEC , RESEMCH AN) o(MIAPMEHT OW AT Wm - 8001 100. VIA/440AD. WI 56763 ono Oro at+'R00. 1.1o0rseooaRS (2181 386 - 1430 FAX 386 - 1913 PRODUCT LINE: CLAD OI.TSWINC FREN:H 0098 PRODUCT: OPERATING DOER DIMENSIONS N/A 2124/96 17P1(YiD AO COMPLYING 11TH or Ii0U11�L019G1maw occv 390 Bl ` P8 r C011Dm1 Omit I BUMS CODE _OCIP(I18 01110 A000P)N1CC )IO,gh- 40z (. IItA- IJ111)I ORA194 BY: SHEET: ROBERTW 1 3E 3 6 mum NEAIDOL3 9 18 V6`'O YNRESSOLO NS 8 N2162 HEAD JAMB 17 17166 THRESHOLD 7 V193 ICAO JAMB TEAf1f6RS1R1 16 V7S1 60,1011 RAIL DRIP CAP 6 10761 10P RAIL 15 A71? 8011011 RAIL CLADDING S 113264 6 -8 8011014 RAIL 14 A172 RAE IRO CAP 4 1217 SWEEP 13 V306 GLAZING BEAD 3 MISC -101 F00180LT STRIKE 12 A728 TOP R■IL 131.41731110 2 s■ FO0180L RECEPTACLE 11 V360 PANEL CAP I F?5? FI9131G.AS5 SILL 10 A729 HEAD ASS CLADDING 1 a Ru. h0 DESCANT RA " R1.. N0. OCSORIPIIOH tl[tt 04110 D7►. 98 - P} C AFT(R 140111,1)1 1 0111 PR00VC11011 WO ROI DIP 8,1•]16-1430 � O aRoeoe w wo17G,Q IN 4 iR &0 10x16 /AI reloG•I9U wirwo n• DOOM. CIAO CLAD OUTSNI N!G FRENC1 000R I rti x><1.o3 vw: ., c . _. GU GU OPTION vERTICAL CROSS SECTION 6 -9 OPERATOR. '..,arc. Inn 111C la ■ OESCRIPTION\REOOESTO% 1 ECN h10. ] 011,E PANE_ 0.5.14. DAYLIGHT OPENING GLASS , OPENING I A'PLY SEALANT 10 MINE EV0 OF OAK THRESHOLD .8 X 1.250 5S SCREv FRAME 0.5.H. SEALANT ALONG ENTIRE LENGTH OF THRESHOLD (2 PLACES). GLASS DAYLIGHT GLASS PANEL FRAME MASONRY R•)UGH CALL NO. SIN OPEN NG OPENING 0511 OSM OPENING OP_N NG RETRO 6 -8 64 5/16 63 7:16 64 9/'6 76 5/16 78 1/15 6 -6 5/16 6 -6 9/1E 6 -8 68 67 1/8 66 1/4 - 80 81 3/4 6 -10 6 -10 1/4 7 -0 68 67 1/8 68 1/4 04 8! 3/4 ' -2 7 -2 1/4 8 -0 81 3/4 BO 7/8 B2 96 97 3/4 8 -2 8 -2 1/4 USED AS manna win nE NOTE, soua i<OAm111110111s 0014 I. B 1/2 X 11 PRINTS NOT TO SCALE FR" ft0l GIYiS41 • 0GR0R6 0 AtuTAIIOI 110.2 , B. tflaf. N/A N/A 1 ID 1 KAU 4.4 1,2 96 -03-07 CRAIGLEY ,, (0 0 D 5 - 8 6 - 4 14 W7237 ASTRAGAL 13 9650 ASTRAGAL NEA)PERSIRIP 12 v3251 5111E 1 1 v193 JA1$ REATHERSIRIP 5 V910 ASOW& %MAINERSVIIP 10 V316 GLAZING BEAD 4 IIISt -104 WAD OR FOOT8CtT GUIDE 9 A172 GLAZING CAP 3 A720 5111E C1 ASll 3 5 A711 GAta 9161 ClA031 toocsI [ 2 A729 JAPE CLAIN1NG 7 A732 ASTRAGAL CLADDING 1 02162 JA113 6 A721 -101 ASTRAGAL CAP 11 t1 REF. 1.0. OESCRIPIIW I 4. co. m3. OESCRIP'I0I DA.EG 96 -08.0 e 0 ; : i 0 IN HO" OCII P 000 *o 01P YAp41108nc aC vAS1DIG >« 5, 26 6 . 301. 1t6 f*1 26306.191 P- F D Q d .4.. � `' CLAD OUTSHING FRENCH DOOR pA+q-10LER c of lta. xx1L .03 zxxl 1 ,01E 1 „ � e.5' GU OPT ION HORIZONIAl CROSS SECTION (OPERATOR) IQmrY, rer, ipl.• !I.., r- r. ...... , 1 1 Nu. 1 GLASS OAYLICHI GLASS PANEL FRAME MASONRY ROUGH CALL N0. SIZE OPENING CPENING OS/1 01541 OPENING OPENING RETRO 5 -0 19 1/16 18 1/8 19 1/4 27 5/8 58 1/4 4 -10 3/4 4 -11 1/4 RETRO 6 -0 25 1/16 24 1/8 25 1/4 33 5/8 70 5 -10 3/4 5 -11 1/4 4 -0 15 7/16 14 1/2 15 5/8 24 51 4 -3 1/2 5 -0 21 7/16 20 1/2 21 5/0 30 63 5 -3 1/2 5 -4 23 7/16 22 1/2 23 5/8 32 67 5 -7 1/2 5 -0 27 7/16 26 0/2 27 5/8 36 75 6•3 1/2 NOIEe 1. 6 1/2 X 11 PRINTS. NOT 10 SCALE 2. UVIT S80NN 15 RHC ULx.RIIl IOry \rKVVC.3JU1 I :LIT NV. RE1 g -4 alen • -CLASS OPEN I IIG APPi0YL1 rs COOPI11116 VITH T1 30(1111 1- IOA BUMS 001[ DA Br PBOOUCLCONTLOE OIVRION ODIUM D0k 31Ic1 AOCIPIAfCL 110. J6_f&.£ Z 1 12 96 -33 -07 ERA IGIEV 3 01 3 co N I W CO METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels 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, along with Drawing No. 96- 20GA01, 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 conditions 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 ammendments to the South Florida Building Code be enacted affecting this productor 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. Acceptance No.: 96-0606.05 Expires:10 /10/99 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) 375.2908 INTERNET: mdcc0l0shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 au 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: 10/10/96 -1- Director Building Code Compliance Dept. Metropolitan Dade County 3.2 3.3 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Floria Building determined by 1994 Edition for Dade County, for the locations where p ressure requirements ASCE 7 -88 "Minimum Design Loads for Buildings and Other c Structures", do noon exceed the Design Pressure Rating values in Section 7 and within the limitations 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved dde ASTM A number 96 -2037, GA01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness .03 ), tural g G60. ksi min.), Coating: Hot -Dip Zinc- Coated Galvanized ASTM A525, Reg. Spang. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape - header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen: Dimensions: specimen for impact and cyclic load 54.5" wide x 86" long overall - 3 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - 1 specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a • „); Detail A - Wall Mount (Direct Mount System), Detail B - Header / Studded Ang le Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. 21CIAQ he of et2 - - , - • - - ^ y . • • • •- 1 - .1• - 0 4 • , Co. Inc, ACCEPTANCE NO.: 96- 0606.05 APPROVED OCT 1 0 1996 •0C1 1 0 1999 EXPIRES Manue Perez, P.E. - Plans Product Control Division finer II Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96- 0606.05 OCT 1 0 1996 OCT 1 0 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE/MASONRY/WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2 " Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered winged nut spaced at 13" o.c. (concrete, masonry or wood) or 1/4 " -20 xl" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) or 1/4 " -20 xl" sidewalk bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) or1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) QI 1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) or 1/4" x 2 1/4" Tap 4 Con ` w with Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) QI lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head QI 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete). Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded angle, as shown in detail "C", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Haunts: The mountin conditions of sections (CONCRETE /MASONRY /WOOD FRAMED ): g 4.1.1 and 4.1.2 may be installed on a 2" x4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16 o.c. QI 2 " x 6 P.T. wood for stud framing which is spaced at 24" g o.c. Anchoring of built -out shall be with 2 1/4" x_4 1 /2 " La Screw spaced _ at max. 24 , � o.c. with min. 1 3/4" embedment into center of studs. 4.1.4 "_........,lvinatinn n tea oy ., 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable. eel or have 4.3 Fasteners must have their own Notice of Acceptance and must urn contacting considered dered adequate protection against corrosion, per DIN 50018 compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded a at all sime. metal shields, not in use, must be protected against corrosion, contamination and damage el Perez, P.E. - Plans iner II Product Control Division 5. IDENTIFICATION 5.1 , Each unit shall bear a permanent label with the manufacturer's c urer'S name or logo, city, state and "Dade statement: Dade County Product Control pp 5.2 Also a W min Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have will not of hurricane marking in each panel advising the home owner or tenant that the panels protection unless All re nf bolts and/or straps 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, Width of building. height above grade, of openings to receive shutters; mean roof height, length 6.1.3 Duplicate prints of approved Drawing number 96-20GA01, Sheets 1 Dade County Connol he a stamp, Notice of Acceptance number and date Y Section, clearly marked to show the components of the 6.2 The Building Official shall ensure the adequacy of shu er to meet the pressure requirements opening in which it is to be installed. 0 4 ACCEPTANCE NO.: 96- 0606.05 APPROVED OCT 1 0 1998 OCT 1 0 1999 EXPIRES Man el Perez, P.E. - Plans Product ontrol Division finer I1 Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED : OCT 1 0 1996 EXPIRES ACT 1 0 19 9 9 NOTICE OF ACCEPTANCE: 7. TESTS PERFORMED: TESTS: TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (86" Span) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) Design Pressure Rating (less than 86" Span) TEST LOAD SATISFACTORY CTC 96 -020 +71.5 PSF CTC 96 -020 -55.0 PSF CTC 96 -020 +82.5 PSF CTC 96 -020 -107.3 PSF CTC 96 -020 DESIGN LOAD +55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 +55.0 PSF -71.5 PSF Deflection Max. 2.375" Max. 0.86" 8. EVIDENCE SUBMITTED 8.1 Tests 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 ,urge Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Testing Corporation of South Florida, Report No. CTC -96 -020 dated Ma) 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 83.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical denp lab properties QC for Metallurgical, steel, ASTM Number A653-95. 8.3.2 Certified Tensile Test Report from independent Q 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Kell D T SPECIFIC CONDITIONS RESULTS: Man el Perez, P.E. - Plans Product Control Division iner II • Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96- 0606.05 APPROVED : DU 1 0 1996 EXPIRES • OCT 1 0 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS (. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 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 Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its.distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. 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(c) and this last page 3. Items 10. 11 & 12 listed below only apnly 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. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter the South Florida Building Code. Man Perez, P.E. - Plans Jroduct Control Division END OF THIS ACCEPTANCE finer 11 s Esisling Structure 2 . Existing Structure ANGLE TO WAIT nFrAll I/4 ".2 Elea Panel Mole ll osOnry Bolt 40/1 1/4" Gobv. Washer te Wo:hered Winged N11� Steel Spring Nut 1 Hex Heed Boll - 01/i/20 Tampin Zinc Expens.on Anct,or WALI MOUNT SECTiON (D!RECT MOUNT SYSTEM) N.T S 1/4 "0 Wood leg Sere. 1 1/2" Min Embedment Steel Spring Nut 1 "x1/4720 Wood Bushing • /1"el /4' /20 Hes Head Boll atke... ° ;yi •Lkass.rkXikta.. :Oat C.x.1ftii�4..z 1 /4"X1" Sidewalk Bolt u Ess ling Structure fisting Structure 1/4 x1" Sidewalk Boll H PAEL 10 AH0I E I4FTA11 L).LfIE TO W /SL_CETAjL I -1/4 1 MAX 1 Wood Framing STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME N.T.S Oaks or Door 1 ",1/4'/20 lompin Zino /) E.ponx on Anchor �-- 5 /B" 1 0.125" or 2 "x4 "x0.125 "'0.1um. Tube or 2 P.T. Wood for Stud Framing 0 16" k 2'x6" P.T. Wood Stud Framing 0 24 o.c. I "xi /4"/20 Het Heod Holt Steel Spring Nut •THIS DETAIL MAY BE U5E0 AT 1OP OR BOTTOM OF PANELS WALL MOUNT SEC1iON (QOTTON) N.T.S 1/4" Wood lag Screw 1 1/2" hlln. Embedment 2.1/4 4 1/2" Lag 504•40 0 24" tax. Moe •/I 3/4" Penalro lion n Center of Studs PANFI 10 fFiCiLE e_7P1 HEADER / STUDDED ANGLE MOUNT SYSTEl4 N.T.S w. 004 . /20 0700 Iu I0 en HU HOD Dal SS MID 1.1 1/C I 1.000 LAC wITM i/1" her, O+ecou•N1 cteglIIIIIMXP 1 r 4 Y 'l(' CLCO ruin 04010 .3M.T 4011 4004 11/: ale. 0.94.1 • •400(04.0 400010 4141 Ty ANCHOR SCHEDULE (VWN. 2 EDGE DISTANCE) 311 ANCHOR SCHEDULE _ (MIN. 2' EDGE DISTANCE) ICJ + e� •,0100 PRI 4.41144 C NlC 000.4 Ir.) I/: 010144.01 • 1 /:r1720 re6 .44.40 DM 04 1/102' o0r1C41L111 olna INC 041)1 (14140041 /140101 1=i 1/C1 1/N T/! COM 4C1rf r 4%2 w . c9OnuwT tl" 1/: 11" (LCD f. 40!•10 M town DOLT rM 1 1/1' C•-+ 1.9401 • ••9111 110100 wt 1/: r 1..0• • 9 U orrt. Dell (3/ 1/ • MC.) u 43 ID 43 kr'GI F TO WALL OF TAIL STUDDED ANGLE PA'+cl TO ANGLE DETA& / TOP & BOTTOM MOUNT SYSTEM N.T.S -MOT AA _Amt fa4 D4 4..148 0404141 0014. ••1401 AvN0M1L 404 •4' 4.4C11C11•O FOR HOLL01 .001 O., FOR 2 O.0 4P•0110 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 5r _ 0R000C 51001 OIV.S ON BWED.11G CODE COMPLIANCE OFFICE ACCEPTANCE N0. —0 O i.c ') A\ �IN1 Oe.A�� 144...4 L.e.e1/ tie. 50,)REA55t Q4MWE/L5 Mfa. 00. INC. 20 GNI2 GH.VA1EED NORM PA LL 5051E 010 11.1996 '4. Na 2 of 2 • 96- 206,01 ANCHOR SCHEDULE (MIN. 2" EDGE DIST. NCE) ANwo. :W 0010410 4•.a•4 101) 43 •s 1.2 ,Y 6:411•: •ueeulr •loot t /:. luerw • 1/4. LOC.. DOIJ O/: IQAQ) /"."`l r /"Y2 1 /M IM CCM M HQ a 40400 r11 I 1/2' •C M. LUDCOmwT 1/: 4 I••4.111 ■ 1/4 H 6 MC. DOLT s4 NINE OE 1 /402 C1CO fugl 41044 u•SOM1T 00 01 1 1/: 1010. 0 ..0401 • •0 -941CD 0f9M " 1 s Esisling Structure 2 . Existing Structure ANGLE TO WAIT nFrAll I/4 ".2 Elea Panel Mole ll osOnry Bolt 40/1 1/4" Gobv. Washer te Wo:hered Winged N11� Steel Spring Nut 1 Hex Heed Boll - 01/i/20 Tampin Zinc Expens.on Anct,or WALI MOUNT SECTiON (D!RECT MOUNT SYSTEM) N.T S 1/4 "0 Wood leg Sere. 1 1/2" Min Embedment Steel Spring Nut 1 "x1/4720 Wood Bushing • /1"el /4' /20 Hes Head Boll atke... ° ;yi •Lkass.rkXikta.. :Oat C.x.1ftii�4..z 1 /4"X1" Sidewalk Bolt u Ess ling Structure fisting Structure 1/4 x1" Sidewalk Boll H PAEL 10 AH0I E I4FTA11 L).LfIE TO W /SL_CETAjL I -1/4 1 MAX 1 Wood Framing STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME N.T.S Oaks or Door 1 ",1/4'/20 lompin Zino /) E.ponx on Anchor �-- 5 /B" 1 0.125" or 2 "x4 "x0.125 "'0.1um. Tube or 2 P.T. Wood for Stud Framing 0 16" k 2'x6" P.T. Wood Stud Framing 0 24 o.c. I "xi /4"/20 Het Heod Holt Steel Spring Nut •THIS DETAIL MAY BE U5E0 AT 1OP OR BOTTOM OF PANELS WALL MOUNT SEC1iON (QOTTON) N.T.S 1/4" Wood lag Screw 1 1/2" hlln. Embedment 2.1/4 4 1/2" Lag 504•40 0 24" tax. Moe •/I 3/4" Penalro lion n Center of Studs PANFI 10 fFiCiLE e_7P1 HEADER / STUDDED ANGLE MOUNT SYSTEl4 N.T.S w. 004 . /20 0700 Iu I0 en HU HOD Dal SS MID 1.1 1/C I 1.000 LAC wITM i/1" her, O+ecou•N1 cteglIIIIIMXP 1 r 4 Y 'l(' CLCO ruin 04010 .3M.T 4011 4004 11/: ale. 0.94.1 • •400(04.0 400010 4141 Ty ANCHOR SCHEDULE (VWN. 2 EDGE DISTANCE) 311 ANCHOR SCHEDULE _ (MIN. 2' EDGE DISTANCE) ICJ + e� •,0100 PRI 4.41144 C NlC 000.4 Ir.) I/: 010144.01 • 1 /:r1720 re6 .44.40 DM 04 1/102' o0r1C41L111 olna INC 041)1 (14140041 /140101 1=i 1/C1 1/N T/! COM 4C1rf r 4%2 w . c9OnuwT tl" 1/: 11" (LCD f. 40!•10 M town DOLT rM 1 1/1' C•-+ 1.9401 • ••9111 110100 wt 1/: r 1..0• • 9 U orrt. Dell (3/ 1/ • MC.) u 43 ID 43 kr'GI F TO WALL OF TAIL STUDDED ANGLE PA'+cl TO ANGLE DETA& / TOP & BOTTOM MOUNT SYSTEM N.T.S -MOT AA _Amt fa4 D4 4..148 0404141 0014. ••1401 AvN0M1L 404 •4' 4.4C11C11•O FOR HOLL01 .001 O., FOR 2 O.0 4P•0110 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 5r _ 0R000C 51001 OIV.S ON BWED.11G CODE COMPLIANCE OFFICE ACCEPTANCE N0. —0 O i.c ') A\ �IN1 Oe.A�� 144...4 L.e.e1/ tie. 50,)REA55t Q4MWE/L5 Mfa. 00. INC. 20 GNI2 GH.VA1EED NORM PA LL 5051E 010 11.1996 '4. Na 2 of 2 • 96- 206,01 T .750' i i 1 7/8' .375'0. .125'5 - 1.500• UN..• .Uw. - i.• .8•8411.4, 611 I.N.. re. -.0475' +150' � - 1.4 -I 1- .110 SOUTHEASTERN 51(7015 MANUFACTURING CO_ INC. JACKSONVILLE, FLORDA DAD( COUNTY PRODUCT C0111ROL APPROVED P054216 - +SS P. S.s 0(CATIVE - -71.5 P S f 15.575' COVERAGE 6 1/2' I 4 5/e' - ^t 0.114 4 44.29'T 3 I/4"-- 1 \I I 1.375 REF. 1 -0.090 R I I 7/8' 5/8' HOLE 1I 1 7/8 (TYP) Q TYPICAL 20 GA GALVANIZED PANEL F 0 I O ALUMINUM HEADER CHANNEL DETAIL .250' X .500' 5/5 CUNCH STUD 2.000' © STUD ANGLE GFNrRAI NDITS 1. 145 SHUTTER 15 DE1CNE0 IN ACCORDANCE WTI 11(1 SOUTH FLORIDA BUILDING CODE. 4994 (.01001(. AND NE 1994 BROWARD COUNTY EDITION. 2 P05104 AND NEGA0V( DESIGN PRESSURE CALCUU1ONS 940U BE I(RJORNE) W ACCORDANCE NTH A5CE 7 -86 '*INWUN DESIGN LOADS FOR BUILDINGS AND 0111(1 SIRUCIURES'. 3 STORM PANELS SHALL BE AM 20 GAUGE GALVANIZED (0.0331') CONTEMNING 10 ASTI 4.15) 5700000UIL GRAD( 37 MITHA 90N. F7 • 371(9. 111.0104011 (YTRUSIONS S10LLL BE 6063 -T6, U.D.M. 4 PRODUCT NAR4,1C5 SHALL BE M1HIN 12 Of ONE END Or THE PANEL MN Y1(+. OF ONE NANON5 PER •ANEt 1.140 SKALA BC LABELED AS FOLLOWS: 5. 10 1/E17 NCIIEO -DAD( HURRICANE CODE. REINFORCED PANELS MN 50101 BOLTS A140 560,16 NUTS AT 1487-SPAN SECURED AT EVERT LAP 00,1T. 6. 001 BOLTS AND MASHERS SHALL BC GALVANIZED OR STAINLESS Mil MN A 6010■4.1■ F3 • 33 6SI. 7. NAT(R1AL SPECIFICATIONS NOTED HERON ARE TIE MANUFACTURES REPRES(NTAlION 70 MATERIALS 10 BE U500 N PRODUCT 11511116. B. 706 • 001110* DETAILS 940tH MAY BE INTERCHANGED AS 11E1D CON0100NS INDICATE PANELS NA BE MOUNTED HORIZONTALLY MH04E APIUCABIL •. THE DETA(S A140 SPECIOCARONS SHORN NERON REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CTCUC AND U200411.1 STATIC AIR PRESSURE T(STINC DI ACCORDANCE MN DAME COUNTY PR010001S PA 201. 202. AND 203. DE511N IS BASED ON CTC TEST REPORT NO 10. NAARIUN AUOMAOL( DESIGN LOAD: I .425' 86" SILL 1 r .250' X .500' S/S CLINCH STUD J 1,4' . 1 TAMP A 04144 N / SCRED 01 Nw50ARY UNIT I ( 1.000 2.000' ()PATIO SILL DETAIL 66' SILL 1 • • 2 68' SIL L 1/4'X1' SIDEWALK B 3 44" SILL 7/8' 56" SILL 7/8' X 5/16" SLOT (TYPICAL) 13 CO' .. 13.00 " - 13.00 -1 HOLE LEGEND 44' SILL 1 • y • T 1 6 50 4 6.50+1- 6.50 * 6.50 - +1 4 6.50' 6 ANCHORS e 2.00' --41 f -- 13 00 -- - 13 00' --- 13.00' - - 13.00' --4 56' SILL 1 • • • • • HEADER CHANNEL LAYOUT A n = n u 6 ANCHORS I 1 8 ANCHORS 10 ANCHORS R a • 12 ANCHORS 1 7/169 1HRU HOLE CLINCH 5130 1. 6.50'4- 6 50'+1+ 6.50' 4 6.50'4 6 50' 4 6.50 + 6.50 8 ANCHORS 1300- .. 13.00 13 00'-+1 • • 1 4 1. 6.50'.1 6 50+• 6.50'+ 6.50.1. 6.50'4 6.50' + 6.50 6.50 4 6.50'4 6.50'4 6.50 12 ANCHORS STUD ANGLE SILL LAYOUT 3 4'-+1 r6 1/ 2'+1.6 1/21 1/2" .. 6 1/2 .. 6 1/2. 68' SILL 1 ' • 6 50" 4 6.50 "+1. 6.50" 4 6.50 '+ 6.50' 4 6 50'4 E 50' 4 6.50.1. 6 50" el 40 ANCHORS 4.00'-+1 1.--- 13.00' -- 4- 13.00 .1 13.00' i 13 00 " - -.1•- 13 00' i 13.00' --41 31 I 1 . 1 I_ I wrn�u. II xur� 041 .115 1 I D / o[ti•:uc :I><i I�I�� Note: Reinforced panels with stitch Golfs end sprng nut at mid -span secure at each lap joint. 44' 56 68" 86" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T 4 1- • 19 Q BY PRODU ' ' 9 51801. 01VL510N BUILDING CODE COMPLIANCE QFT.1C • ACCEPTANCE NO 9A - ()6,66, • 1' v fry M w u)r 1.4•864/ Ewa 501.1I1EASEERM ME644 - MFG. CO.. ITC. 20 C4A a CM' REED NORM PM!. 5Y51E M •• 810. •' 1((111.1996 1r• 1.12.5.4 R.. 1 OF 2 I CONTRACTOR New Construction \Name t.L.,r+ 55/ C 0A -,seri.5 i- Q l c- t ti Address (o3 N•g.gc.-r-ti sr. Mt. Ft. 33139 Licen o. c,coss8 Alteration Exterior dlinSS O1 L..4brl9 Ck D- C00 ; C e t e' At (FZ'' 33x'1 1 Repair Telephon .?S6-L g gq Fect, 9( -��( - Qu ieer i fe'r1.tJL 1..t1i,.)vM5.rti. i 6...1 Demolish PROPERTY OWNER New Construction \ Name t -t-43“1, Fc a-a- l 1 2415 Address (o3 N•g.gc.-r-ti sr. Mt. Ft. 33139 QQ 5t_©2E5, Alteration Exterior Business ]Celephone Repair Fax i Alteration Interior 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 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: 103 ( 9 6 ii4 S T a c . 1 - - I ' t i i P t'► i 5 t-4 iS i-€S rWaA OFF 1'2) 1 9 Address Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information 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 PERMIT APPLICATION Master Permit No. Subsidiary Permit No. cP)J' & OC1,Q Apty & -' City State Zip t7 oJd ®aa;to,,� P-G61/k 5 escription of Work O t t"ST(bt,t11N`rl✓2t, ©GGc.t (ob" f 1, f j•z P4 t-/wl. Zoning Linear Feet Square Feet Units Floors )Value of Work 4 '1 00 Q Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Page 2 IMPORTANT NO"I'ICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit: 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO.NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. 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. S Si ature of Owner 6A,tr.rQ vu's S UNTY OF MIAMI -DADE Print Name Sw m to and subscribed before me this .s1r')o1. day of 5 ature of Notary Public - State of Florida d N rp gp. 2 — Vs Commission Brewer 0 C 922363 , .511. Expires March 26, 2004 ir %.;;OFF�o%% � Bonded Thru � Atlantic Bonding Co., Inc. Personally known OR, Produced Identification > (?nl12. SEAL: ERMIT APPLICATION STATE OF FLORIDAJCOUNTY OF MIAMI -DADE Signature o Contractor / Qualifier Print Name y Sworn to and subscribed before me this oZ nd day of J IA ./L.p� Si a of Public - State of Florida o�°rYPU�; Lorri Brewer SEAL: z =' _• C ommisaion # CC =•. Qom` Expires March 26 922363 , 2004 Yoi..: Q ; `? Bonded Thru nn 1a Atlantic Bonding Co., Inc. Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Applicant: KIMBERLY Owner: FERREIRAS JOB ADDRESS: 1036 NE 96 • ` Contractor CLASSIC PAVER & DESING Local Phone: 561 756 - 4884 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/29/2002 Parcel # 1132060143550 Building Permit Permit Number: BP2002 -1522 FERREIRAS KIMBERLY ST Contractor's Address: PO BOX 7213 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 E1OFT LOT 15 & LOTS 13 & 14 Fees: FEE2002 -4860 FEE2002 -4861 FEE2002 -4862 Description Buildier's Bond Building Fee CCF Total Fees: Amount $300.00 $100.00 $3.60 $403.60 Total Fees: $403.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/24 /2003 Construction Value: $6,000.00 Work: REMOVEPORTION OF GRASS AND INSTALL INTERLOCKING BRICK PAVERS 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 mumapal authorities. This Permit may be revoked at anygime>ifpthe work pis 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 regul. . s pertaining t. - wo : covered hereby whether shown on the plans or drawings or in, time statements or specifications and that he assumes responsibility for work done by his agents, servy� employe Signed: SPECTOR) Page 1 of 1 BY: . In consideration of the i' suance to me of this permit. I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. REG C01 090902 1643 MC #01 000924 BLDG. PERM $403.60 (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RMIT NO. & i o '- " IS .2 - 2 — TAX FOLIO NO. ) 1 2 - 0 (o o 14'3 S 5 0 ATE OF FLORIDA: -AUNTY OF DADE: IE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with lapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal description of property and street address: 10 3 (° C• ct b 1 S ; toS ') '-ii- /"t ( Description of improvement: .9J w P Pro cvt_ O (r-► V tStr(} y . Owner(s) name and address: 1 1 r-t 3 f...ti L`{ t. I (LPr5 iterest in property: lame and address of fee simple titleholder: . Contractor's name and address: Lender's name and address: y Section 713.13(1)(a)7., Florida Statutes. ame and address: /DT5o N '711 LQ,/vvt./b4_ '. `t/k"--RA/Ucko mature of owner rint Owners Name V._irl r.A. 'CZ � otary Public int Notary's Name y Commission Expires: it, s Lo c_5 1 54 i.o c a, + I `Q NA f� . Surety:(Payment bond required by owner from contracto -. if any) lame and address: mount of bond S 02R548006 2002 SEP 04 10:07 CL,1 stlr PAN) � - *�tPC:5ic, 4:/ � Jb. C • pr. L JOLLD - c.0 tmac 5 335 3 . Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ection 713.13(1)(b), Florida Statutes. ame and address: ww�.-w-sJf -rr% � Q om. ,33 1 Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a fferent date is specified) Nom to and subscrib : L efo� me t is G26 ,• ay of /6/140 ,,,e# Expires November 14, 2004 ST TE OF Fl 0RI ^ CflL' CAF .'n"c Prepared by: Address: fil 7'Z/ D.c. tit/ F/Jjr • �1 ,,r .,,: i .. 12701.52 191 v► • • •••• • • •••••• •••• • • • • • • • •••• • •• • • • • • • • • • • • • • • •e•0 00000• O • ®•••e • •••• o • ••• • • • • •••• •• •• • • • • • • • •••• • • • • • • •••• • • • • • • • • •• • •• • • • o• • .�i I PROPERTY OF: wT VALID WITHOUT nscsicNATVR[ AND Tilt ORIGINAL RAO D SEAL U► FLORIDA LICENSED SED stnt%[ UR AND MAIM% • • .• • • • • . .. 611171 S rY • 1V /7 /8 /9 go 2/ S0• • Ferreiras Kimberly M., and BOUNDARY sUxVEr 1 ereby certify that the survey repro- sensed hereon meets the minimum tedtnid standards set forth by the Board &Hand Surveyors in chapter 61077 -4 Fitirida Administrative Code purse rtt to Station 47111x. Fla. Statutes. The are no ere . overlaps. e' a f ta. fear. sutver . M1. ...rota a n� • • u • • • ••• • • • • • • • 0 • • • • Ferreiras,'Alberto C., 1036 N.E. 96th Street, Miami Shores, Page 1 o(2 • • • • ••Tifis property .described as : The East 10.00. feet of Lot 15, and ,,841 of cots 13 and 14, • Btodk. S12 IMIAMI SHORES S C1TON NO . • 3', according to the Plat tterof.,..as.recorded in :P•_QtItofak 1.40,, Page 37 :of:tfia hiptj.•c Records of 'Dade County, Florida. Florida 33138 LANNES AND GARCIA. INC. LII.0_U98 • SURVEYORS-MAPPERS-LAND PLANNERS Office address: J59 :ilcasar Avroue. (*oral Cables. Florida 33134 - :• ' 005) e66-79tn 1934) 523 -3663 FIELD DATE I SCALE J DRAWN BY .l DRWG. NO AA 1402V .YnWx.:rs,{ , /G,i51 ' UO N 0 1 6 • ) n r) - k/./d sra 0'_. <) r` r - — k/ n tF A PERSON DECIDES TO APPEAL ANY DECISION MADE BY .NY MATTER CONSIDERED AT SUCH MEETING OR HEARING, OF THE PROCEEDINGS IS MADE WHICH RECORD INCLUDES PEAL 1S BASED. nericans With Disabilities Act If you are a disabled person requiring teams, please notify the Village Clerk's office at (') 795 -2207 of so can this number to request printed materials in aa:essible format, nformation on access available to individuals with di, abilities. This upon request. JOB ADDRESS /v 5 6 Ale ? 5 T APPLICANT PHONE # APPUCATION —Di UE SHEET OF • MISCELLANEOUS DATE MU.NI.UG • COMMENTS 4e /( 4 V /i C// ( T /644 / /1/ /L( // 7 - CRITIQUE SHEET PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT" SECTION DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL BY 1. Subject to compliance with nit Federal, State, Coc�ty, rt.Mes t':4 regulations. Wage no responsibility for eccurecy oflor results fro* tles4 Rant 2. Thla copy of plans meat be aytlltbla o0 b:r�ding site or no inspection 'edit be conducted. INITIALS Tax Folio #: requests permission to install: M iami Sh,oreo (/iC�ccc�e 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (3051756 -8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, pd,,a tv r t: 1,2 1 p3,(- , hereinafter referred to as the Owner of the (owner) following described property: Legal description /folio #: Pe.-( Ph.'""? Lot I C/f 1( 3 Block Subdivision �+ t P'1 1 S I..I.o,2c /S ` tcrl [Asphalt, concrete, brick pavers [ ] Landscaping [ ] Other within the public road right of way of /0 3 �. l:. 96 rt+ 5 17 drt [ A P C 5 �► U vu . S' 33 13i (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this Or day Ce eet 6 --;• • SIGNED. SEALED AND DELIVERED in the presence of: ; tc� (owner) l A c. p.), ;tJ53� DRW tuf1Y STATE OF`FLORIDA 'AC# Q S•0 3611 • DEPARTMENT OF BUSINESS AND: °„ PROFESS .IONALS?REGIILATIO T':°t' CGCO58874: t 07/25I60'2�t�000217T0� 4 1° :., ; •ter. "r CERTIFIED: = G ENERAL - CONTRACTOR LOWENSTEIN . B ARNE C B J CONSTRUCTION INC) s -4 , { �G t3f. .fi r ' IS CERTIFIED under the provisions of Ch.4 Y8. Expiration date: AUG 31, '2 00e "4)1Q, *)L0207,25 4 STATE OF FLORIDA N AG# 6033074 DEPARTMENT OF BUSINESS AND PROF ES SI,ONOL ,,REGUL AT IO N 27 CG -605867409420/zfa0 0000838 CERIIFIED EPEIAL i catiftACTOR LOWENSTEIrk AJt CLASSIC PA E £p IC47 INC • IS CERT IF IE 0 tinder itte proyisions of Ch. 489 FS. Expiration Date: AUG 31 , 200 • • STATE OF FLORIDA Aeri W?U PARTKRNT or ausims AND PROFR88XONAL,RROOLATION CO —0O58874 0541/240.• 00030608 • CRRTIFIRD r1.4. cX1 A CT0R • -.I.: IS CERTIFIED bottor tie prarigicas Expiration date: AUG .. 31, 2002 in 101052100471 CNS o) W a 8 Q cc CLAS PAVER &DESIGN, INC. NEW FORM NO. 401 -280/AC 25-0e1 ®.8ENEWAL - • r. O• TRANSFER -: _SEC ..�: , � L. 1 C] NEW DATE BUSINESS OPENED 02/05/02 8 A O `i tLTY CEFrTIREO • f 6 C 058 Liotibon Address: ' 455 NE 17 AVE FT-LAUDERDALE k.= it ?.r. i .. 33301 THIS UCENSE MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC VIEW AT THE LQC 6ppflF,6S ABOVE. 2 A ire! .2:r+ Q 6•1 `r -w £NS G 9 6 Board of County Commissioners, Broward County Florida BROWARD COUNTY OCCUPATIONAL LICENSE TAX • FOR FERIWC_E } LVP O 1 _ . . 002 imerimmomm BROWARD COUNTY REVENUE COLLECTOR 115 S. Amino** Avenue, Goienunentai Center Annex 0000000000 0000002700 0000001800004763 1001 9 .. • i t x EN y. 4.t a• PALTY T.C. Fed . :. riAtilWER Tort'. 2T ... 180 1 00 =sC1: pp �`. . r, ::.01`I 12 FT FL 33328 :• a =aeMr TYPE OF LICENSE TAX PAID ?� ' GENERAL CONTRACTOR 2-UNITS 2001 - 2002 FORT LAUDERDALE, FL 3 3301 VALIDATED E DAC :FOR TAA!lRTiON PAYMENT RECEIVED AS 6601 LYONS ROAD, BLDG H-10, COCONUT CREEK, FL 33073 PHONE 954 - 429-1665 FAX 954 - 429-285 ANY MAY ^.. -vwIco yr mouPwict US"TbU 8`LOW HAW BEEN ISSUED TO THE INSURED NMIEO AlOYE FOR THE POLICY PER1001NOICATEO. REOU R*MEPIIT. TERM OR CONOfT1ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WINCH Thal CERTIFICATE PERTAIN. THE INSURANCE APPOROeD EY THE POUCIES DESCRIED HEREIN 18 SUBJECT TO ALL THE TEAMS. EXCLUSIONS AND AGGREOAT! UNITS SP$OWN MAYIN ID AVE BEEN REDUCED eY PA CLANS. . NOTATINSTANOMNG MAYBE ISSUED OR CONOMONS OF SUCH 'ARTS 1 � $ POUCIE3. lT1t TYPE OP INSURANCE POLICY NUMBER PQUCY Weir- c7IVN OATE(YYI0 ►OC7CY pp((►►)RAT10N OATE(YMfODnTY) A GENERAL WBILm coMMBRCaL GENERAL Lweam . SCP39685319 ' 01/17/02 01/17/03 • EACH OCCURRENCE 1 1, 000, 000 X FIRE DAMAGE (My ono tro) 1100,000 1 CLAIMS MADE Ed OCCUR MEO Maly ono Pam.) $ 100 0 PERSONAL a ACV INJURY $ 1, 000, 000 GENERA. AGGREGATE $2,000,000 AGGREGATE LOW APPLIES PER: I POuCY n rc�T n LOC PRODUCTS • COMP/OF AGG $ 2,000,000 ^ GERI AUTOMOBILE UABIU'TY ANY AUTO ALL OWN!O AUTOS SCHEDULED AUTOS HIRED AUTOS NO*OWNeD AUTOS .--..— COUO1NED TINGLE UMR (Ea aooiden) $ __ — — 00DILY INJURY TvcommN 1 COOLY INJURY (Pet ea OeM) $ . — PROPERTY DAMAGE (Paroodoeno $ (>IARAGEUABILm R ANT AUTO AUTO ONLY. EA ACCIDENT E • OTHER EA ACC T IAN f Aim ONLY: AGG $ E7:CESSLUIBIUTY OCCUR ❑ CLAIMS MADE OEOUCneIE RETINTION i • EACH OCCURRENCE $ AGGREGATE - { I $ R TfiT¢ �TFF' f TORY UMfTS T 1 pER $ WORMS COMPENSATION AND EMPLOYERS' LIABNJTY EL EACH ACCIDENT $ GL DISEASE • BA EMPLOYEE $ E L DISEASE - POLICY LIMIT $ OTHER OESCRIPnON GENERAL OF 0 TIP ONSILOCATIONSNIRECLESIE CONTRACTOR CCLUSIONE ADDED BY INOOREEMENTISPECWL PRONSIONS 08/02/02 10:29 ARDEN INSURANCE ASSOCIATES 4 954 786 4666 NO.033 901 ACORD„ INSURED COVERAGES CERTIFICATE OF LIABILITY IN SURANCg a �q u °A08/02/02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE GOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. PRODUCER , ARDEN SNSURANCE ASSOCIATES KENN NORBERG, LIC.N A192988 525 w,•LANTANA RD. LANTANA FL 33462 -1625 Phone:561 -582 -4101 Fax CBJ CONSTRUCTION, INC. JOHN BOX 7213 FORT LAUDERDALE FL 33338 INSURER B: INSURER C: INaURER D: INSURER E: INSURERS AFFORDING COVERAGE INSURER ZURICH U. S . SL9LLL BUSINESS CERTIFICATE HOLDER [ N I AOdnfQNAI INmURBO; INSURER LETTER: CANCELLATION ACORD 25,417/97) AX: 954- 786 - 466.'6 100 WEST ATLANTIC BLVD 0360 ONO BEACH FL 33060 POMP001 MOULD ANY °F MB ABOVE DESCRIBED POUORE 9E CANCELLED BEFORE The EXPIRAT/ON DATE THEREOF, THE ISSUING INSURER Wu. ENDEAVOR TO MAIL IQ._ DAYS INIBTT!N NOTICE TO THE CERTIFICATE NOLDIR WANED TO TNI LEFT, GUT FAILURE TO 00 SO SHALL IMPU*e No oeUOATION OR LABILITY OF ANY IOND UPON TIE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTO OACORO CORPORATION 1969 First Name MI JOHN Employer ID: 003104166 D ;WIGGINS Streetl: P.O. BOX 7213 Street2: City: FORT LAUDERDALE STATE OF FLORIDA DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY DIVISION OF WORKERS' COMPENSATION BUREAU OF COMPLIANCE Name: CBJ CONSTRUCTION INCORPORATED EMPLOYER EXEMPTIONS REPORT FEIN/SSN: 651063116 State: FL Zip: 33338- Last Name SF Title Effective Date Expires /Revocation Date Form Type Person SSN PRESIDENT 02/09/2002 1 02/09/2004 I CONSTRUCTION ' 1264 -43 -9243 FEB RICEIVED 08:2002 BUREAU OF W.Q. COMPLIANCE • FT. LAUDERDALE ELECTRICAL T) PE Minimum Fee QTY. TV'I'E Dryer Q"f%. •I'l"PI•; Outlet, Appliance QTY. 'Fvi'L: Service Repair ()Ty. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8-15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage :)'isposal 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 PLUMBING TYPE A/C Condensate Q'FY. 1'YI'E Drains, Roof QTY. TYPE 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 INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. MECHANICAL TYI'F Minimum Fee A/C Central, Tons A/C Wall/Win. Tons Air Handler, Tons Barbecue Bath Fan - Vented, # QTY. TYPE MN Condensate Drain Cooling Tower Dryer Vents, Number of Ductwork, Cost of Fire Sprinkler System Fireplaces, Number of QTY. "I11'12. Generator Heating Strips, each Paint Booth Piping, Flammable Liquid Process/Pressure Piping Pressure Vessel Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections RECEIVED AND REVIEWED BY: DATE: SECTION BY D�1TF,� Zoning ae 8 ` 0 :. Electrical Mechanical Plumbing Fire Public Works Structural • IV Building Official Page 4 OFFICE USE ONLY C11ECKLIST O 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/ Bond Metropolitan. Dade County (C.C.F.) $ 3 . ( (] (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ l 0 O $3 o a! 9 7 (¢.005 /sq.ft.) (¢.01 /sq.ft.) TOTAL PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com