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GARAGE DOORDate 4. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE G Job Address , ZYg- 9. 7 ,S Tax Folio f/ Zc ( - c9/ 3 - v e c) c) Legal Description,..S — / `i.0 C i 1// J/( (, Historically Designated: Yes No / Tenant A foi Q . S e / 71 P c , x 5 3 2 s S Owner's Address /2-7/41 A7 S y a -e 3 3 /..C11 Phone 3c 5 s'i'p S' ! 51 < ,ca Contracting Co. C Lc., /1/4/'/V.-- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION s -/fcc /( AP-e..43 6. / et--{ 1z Square Ft. Estimated Cost (value) 3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Si gra/ ature of owne d/or Condo President Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: 0 i Si : :f"i iC iaL NOTARY SEAL 4 � - SCCTT W DAVIS CO MMISSION NUMBER 9� S CC255237 MY COMMISSION EXP. .. Or 1.0 JAN. 25,1 997 FEES: PERMIT 0- G ? RADON Master Permit # 5 e l - Date Signature of Contractor or Owner- Builder Date C.C.F. . NOTARY 0 v TOTAL DUE AlJ: c) APPROVED: �f / Zoning Building ^' 7 `� Electrical Mechanical Plumbing Engineering METRO. PRO Clopay t'orporatio 312 W. Brut St. Cincin This ap Code C County, Approve ; CT CONTROL NOTICE OF ACCEPTANCE Your ap placation for 'roduct Approval of: 24 aa. cl vanized Seel Sectional Garage Door 9° wide under C'i spter 8 of t4 Metropolitan Dade County Code governing the use of Alternate Materials and Types o Constructi;o> and coripletely described in the plans, specifications and calculations as submitted by:: applicani For listtnm see secti n 7 of this Notice of Acceptance. has beeni ecommendld for accOptance by the Building Code Compliance office to be used in Dade lorida undei the specific conditions set forth on pages 2 et. seq. and the Standard Conditions ort page i This oval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves e right to secure this 'product or material at anytime from a jobsite or manufacturer's plant for quality htrol testing. If this product or material fails to perform in the approved manner, the Code Compli e Office may revoke modify, or suspend the use of such product or material immediately. The hall re- evaluate this product or material should any ammendments to the South Florida Code be iacted affedting this i roduct or material. The Building Code Compliance Office reserves the Building. the right tp revoke thi; approva if it is determined by the Building Code Compliance Office that this product � . material fa to meet the requirements of the South Florida Building Code. The expense of such tes iI►e will bey rcuITed b}) the manufacturer. Accepta cc No. :95- 8821.02 (Revises No.: 95- 0317.01) .':.xpires :07/25/97 OH 45202 METROPOLITAN DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STFIEET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Raul Ro•. iguez 1 Product. Control Supervisor IS THE C$$)VERSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL' f CONDITIONS BUILDING CODE COMMITTEE lication for Product Approval has been reviewed by the Metropolitan Dade County Building pliance Dej)artment and approved by the Building Code Committee to be used in Dade Florida unde4 the conditions set forth above. Director anger, Building Code Compliance I:. °ept Metropolitan Dade County 1.0 2.0 DESCRIPTION: • This approtfes sectional door 9'-0" wide x 6'-6" through 8'-0" high made out of steel, lock. forming qul (ASTM A527), a yield strength of 30,000 psi, a galvanized coating of G60 . (ASTM A925) and finished with baked on polyester enamel. The door shall be constructed and reinforced as detailed in the approved drawing 4101182 pages 1 & 2. •14 IF NS • i i This approi includes 4 models which are the same door with the following differenCe: • , : . . ! : Motlel 78 1 : . . 91 1 • 93 Or 83• 94 dr 84: , 1 • : 1 : • USE: This Door approved for a maximum design pressure of +46psf & -48 psf and its us. is , • restricted to•this:presSure. The door passed the impact and cyclic test, therefore it does not I , require huniicane protection devices. The door shall meet the burglary security requirement of section 36op.2(c)2(aa)of the South Florida Building Code. The door operating mechanisnl (not . inaluded in this appitiVal) shall be certified by Underwriters Laboratories or other recdgniied -, agency. 1 Characteristic Flush Panel Smooth Texture Wood Grain Texture Wood Grain Texture & Painted -?a- Candido Font, PE Plans xarniner Product Control Division Candido Font, PE Plans Examiner Product Control Division CRAM SKIN 'END 24 . ' CENTER STILE STILE ... 18 ' 2 00 END HINGE Man CENTER HINGE 140 HORIZONTAL REINFORCEMENT' SHAPE FREQUENCY 12G. 200 U 1/Section 1.0 2.0 DESCRIPTION: • This approtfes sectional door 9'-0" wide x 6'-6" through 8'-0" high made out of steel, lock. forming qul (ASTM A527), a yield strength of 30,000 psi, a galvanized coating of G60 . (ASTM A925) and finished with baked on polyester enamel. The door shall be constructed and reinforced as detailed in the approved drawing 4101182 pages 1 & 2. •14 IF NS • i i This approi includes 4 models which are the same door with the following differenCe: • , : . . ! : Motlel 78 1 : . . 91 1 • 93 Or 83• 94 dr 84: , 1 • : 1 : • USE: This Door approved for a maximum design pressure of +46psf & -48 psf and its us. is , • restricted to•this:presSure. The door passed the impact and cyclic test, therefore it does not I , require huniicane protection devices. The door shall meet the burglary security requirement of section 36op.2(c)2(aa)of the South Florida Building Code. The door operating mechanisnl (not . inaluded in this appitiVal) shall be certified by Underwriters Laboratories or other recdgniied -, agency. 1 Characteristic Flush Panel Smooth Texture Wood Grain Texture Wood Grain Texture & Painted -?a- Candido Font, PE Plans xarniner Product Control Division Candido Font, PE Plans Examiner Product Control Division :by, the manufacturer, Every 3 months, four times a year, the manufacturer shall mail to this : office: a copy of thetest reports with confirmation that the specimens were selected f •om coils at the ranufcturer's production facilities and a notarized statement from the manufacturer that -only coils With a yield strength of 30,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 0 i, 1 NIFt : All•approvYd products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 E ED DENS•E SUBMITTED: Test Repoks 44E11 94 -47 EXPIRES : JUL :2 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Date 4/15/94 Calculations Date Al , Farooq Corp. 5/5/94 Drawing Number Ciopay B.P.Co. 101182 Drawing Ref. Signature 101182 pages 1 & 2 A. Vigar, P.E. Signature A. Farooq, P.E. Last Revision 9/95 -2b- LOW Vr r UiS ACCEPTANCE -3- Signature H.W. Westerfield Candido Font, PE Plans )#xaminer. • Product Control Division , A cE1 -88 CALCULATION METHOD FOR GARAGE DOOR DESIGN LOADS FO . CLOPA t GARAGE DOORS ONL,'` ; In r. e ctign ! I The charts included with this cover page help calculate the design wind; 'Loads as determined using the American Society of Civil En inners Code ASCB7 -88 for use with garage doors. The chartsjar : divided between single car garage doors (up to 9'W x 8'H) 'and dotb1e car garage ;doors (up to 16'2"W x 8'H) . , Illatp2tions l c Dstermine the! garage door size as a single car door (up toI9'W IH 41'B)'or double car door (up to 16'2 "W x 8'H). i 2,. Measure the "Mean Roof Height" of the building. The mean li height is measured as the average height of the roof, not•►the i ! peak of the roof. The eave height may be used for a x'oot Hi :slope of less than 10°. With the door. size and mean roof height known, the approprl.ate 'H !calculation :Chart can be used. 4,i Determine the "Minimum Building Dimension ". For example, bti ilriing (or house) with a 80' x 30' floor plan, has a minl.mu n bt`ailding dimension of 30'. i i 5. Measure the:distance from the corner of the building tolthe '. nr:a.rest edge Of the door opening. The nearer the door opeztinj .t a corner :the higher the negative design wind load. 1 1'114 corner wind :zone of a building is defined as 10% of I the minimum building dimension or 40% of the mean roof height:, whichever iSIAballer, but not less than 3 feet or 4% of minimum building dimension. C'4 The wind load can now be determined. For example a singlei car .garage, door is to be installed in a house with a mean roof ! height; of 15' or less and a 80' x 30' floor plan. The ciooie opening is located 2' from a corner. The design wind lead's a;;-e (using the charts): +39.9 PSF and -43.5 PSF. Nill -In the Following information Below (Type Only): Tdomeowner: c:treet Address:: City: _ State: Zip: Model No.: Approval No.: THOSE 1 IEA$UREMENTS FOR USE ONLY WITH CLOPAY RR4 ND GIA.RAGE DOOR PRODUCTS Evait4ation Criteria: ASCE7 -88 Calculations and Measurements Maxll!n'um dw. ;llingiMean Roof Height: 15' MRH Maximum • ar- s e Jour width: Sin • le car doors up to 9'0" wide x 8'0" high Measurement Measurement Measurement "B" "C" "D" Minimum in Feet (in Feet) _ (in Feet) Positive Mini turn Distance From End Amount of Design Building : Corner of Building Zone Opening in Load Dimension to Ed o o O aening Dimension End Zone in PSF a: Irv;:` 1.5 3 0 1.5 35.9 .0 4.0 4.5 5:C1 8:dder. }.. :,.......:. 3D; 2.5 4 :Ewer . 3,0 36$0v2F 1.0 4.0 & Ovet' 4.0 0.0 5.0 3,5 N. - ~ `1 IdEo..S(MfmENT "C' .NO ZG if ., , �, f ;NO `/ir.� .. N. LIEASUROANT "t 1� `, \''',. DISTANCE 'RtO CORNER or ei4oiro "ti� , to exec or Opp* C ' ,� IJ ASu}p7Ew(T • t AM ■1 ON r OPCN'NC IN ND ZONE 30 3 4.0 {1t.AN ROOF NEJCHI UC1OR oPFa,riC CC�pV� 8F fN FfT�FR ExhAT . • uLA$tiRE. E,1! 'A Mu11�AUM US) INc 0.5 2.5 1.5 30 2.0 1.0 2.5 1.5 0.5 e-'` .` xlp r LI , N ....................... Resultant 39.9 39.9 Measurement "D ": 39.9 39.9 39.9 39.9 39.9 -44.8 39.9 3�9 ... Resultant Minimum Negative Design Load in PSI -44.0 -44.0 -42.6 39 ..9 :............... io :: -43.1 These calcuiatiorjs are rased on American Society of Civil Engineers Code ASCE 7 -88 for Components and Cladding (Exposure C), 11011i,1141 basic vtind i;j eed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or partially enclosed, structures. Calculations are Oased on an average door size of 8'Wx8'H. This calculation does not address the the supporting stiuciurt‘, An approximate 8% reduction in design loads is allowed if roof slope Is 10 degrees or less. (Type All Numbers) Measurement "A Measurement "B ": Measurement "C ": r^o ltly,e Cesign Load: Negativot 4i,gn Load: PECHAFtT.XLS DOOR SECTION HEIGHTS" HEIGHT 1ST 1 2ND 3RD 4TH 5TH 6' - 6 1" 18" 18" 21" N A 7 ' - 0 1 1" 21 21 21 WNW NTA T-. 1 ; 8' 1 : 8' - 0" 1 21" 18" 18" 18" 21" END STILE ATTA WITH PATENTED T (TOP, BOTTOM, & 1 IBI iftF 111 In M Y r LOCATION 9F. OPTIONAL VENTS MAX SLIDE: BOLT LOCK ,ENGAGES INTO VERTIGA4 TRACK ONE: i 1 LOCK ON EACH SIDE OF' DOOR. :JOE BOLT SFBC 36034 -.-w- A (.MAX. VENT : ,SIZE:; 20-3/4"x2-1/2") t OOR W DTH = '--Q" • TION (SCe;LE: 1/2" =1 1' • REV 3 4 5 6 PAGE ;1 or 2 INSIDE ELEVATIONS CI IUILDING PRODUCTS COMPANY 312. WALNUT STREET SjJITE 100 ( 13) C NCINNA"'I, OHIO 45202 5'81 - 4600' DATE 5/94 6/95 9/95 10/95 HED TO DOOR SKIN G- -L —LOC SYSTEM .CENTER) - -•-- �3) INTERMEDIATE (TOP cot BOTTOM) THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF &; -48.0 PSF AND A TEST PRESSURE 6F + 69.0 PSF & -42.0 PSF. LOCK NOTE REVISED ` PLOT 1 =24. Not. 2/17/94 DRAWN DV' MWW C8ECKED 9Y DESCRIPTION ADD MOCK LAYOUTS, LOCK NOTES, AND VENTS ADD MAX. VENT SIZE NOTE CHANGES TO PAGE 2 STILES PER SECTION ATTACH WITH TOC—L—LOC AND URETHANE ADHESIVE (ALONG CENTER) - SECTIONS ARE NUMBERED STARTING AT THE BOTTOM NOTE, L' DOORS UP TO 7' -O" HIGH CONSIST OF (4) SECTIONS. DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS. NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BF DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. AP "ROVED AS COMPLYING W!Td TEE SOUTH Hq ,�F-�L''ORIDA. BUILDING CODE DATECwurr' , 19615 dY �/ PROOUCT ii pDIiViS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.95- ©S21. t ` J (C'; 16 TOTAL P.10 r MERO :MODELS 7 8 8 4 A 9 11 , 93, 94 (24 GAUGE=) 24 GA. STEEL (MIN. YIELD STRENGTH: 30,000 PSI) ALL EXTERIOR STEEL SKINS ARE COATED WTI G-60 GALVANIZING, BAKED ON PRIMER, AND A'"BAkED —ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 1G Et',D H1NGF . 2x6: WOOD JAMB SHALL BE ANCHORED TO GROUT REINFQFCgD BL OCIC WALL OR ! CONCRETE COLUMN WITH l/r4 "x1- 3/4 "; EMBED TAPCON ® 12" O.C. FOR POORS. :UF4 TO; 9'H;0" WIDE. 8L0cK: WALL CELL$ SHALL BE FILLED WITH CONCRETE AND, REINF`ORC: D WITH # BARS EXTENDING INTO FOOTING AND 1N'TO ;TIE SEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE ;BEAMS TO FOOTING. P13EE#4.110. t)F JAM6� BY fdTN > ?S, 12 G4. GALV. i$TEEI. TRAK BRACT ;ET FASTENED TO WOOD JAMB WITH ONE 5/16"x1 --1/2" WOOD : LAG SCREW PER BRACKET. 2 GALV. STEEL TRACK FASTENED TO TRACK, BRACKETS, EACH BRACKET " ATTACHED WITH TWO 1 / 0/8`,' BOLTS &c NUTS .0 TWO 1 /4" RIVETS. --- (4) #14 SHEET METAL SCREWS (4) 1 /4" DIA. SELF TAPPING SCREWS 14 GA, INTERMEDIATE HINGE SCALE 2" = 1' STOP MOULDING BY DOOR INSTALLER • (TO SUIT) 18 GA. MIN. GALV. Sft.EL END STILE 20 GA. MIN. GALV. STEEL INTER. STILE 2" STEEL ROLLER. 2" THICK: 14 GA. GALV. STEEL CIENTgR HINGE FASTENED TO CENTER SflLE W /(4) EACH #14x5 /8" SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH S S ELF TAPPING SCREWS, & (4) 1/4 " SECTI acALE 12 GA. G ROLLER E BRACKET 1/ SCREWS. - SHIP LAP J( 14 GP END I. FASTEI STILES 'SHEET & (4) TAPPI 3" TALL STEEL U- DOOR SE W(TH 1/ SCREWS. AT EACH INTERMEC LOCATION 1 3 • GA. AT TACH E ALUMINU: & VINYL Mt r!uH 'Building F V. STEEL TOP ACKET, !EACH 1TACHED 1 SHEET METAL NTS. GALV. STEEL 1 i- JGE. EACH ra W/(4): #14x5/8 t METAL SCRE„WO 1/4" SELF i 3 • SCREWS 11 20 GA: CAI.V{ r� 3AR. TWO PER TION, AITACH D • SELF T APPIN'; (2) • SCREWS ' :ND ANO • STILE • spa: . od'ucth " "›.4"! " <3° X 21 "X1° AL\'. STEEL BPTTOM BRACKET. WITH (2) #1(4x5'8" SHEET METAL SC; EWS. EXTRUSION, 3ATHERSTI2ip. REV 3 5 DATE 5/94 6/95 9/95 10/95 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1 -1/2" WOOD LAG SCREW.. TRACK CONFIGURATION SCALE 1/2" = 1' PAGE 2._ OF 2 CONSTRUCTION DETAILS CLOPAY BUILDING PRDUCTS COMPANY 312 WALNUT S`i R E ET I SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 4800 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" PLOT 1 =24 DATE 2/17/94 DRAW Dv MWW D+ECUSn BY DESEAIPTUN CHANGES TO PAGE 1 CHANGES TO PAGE 1 CHANGES TO PAGE 1 DELETE REFERENCES TO 16'W DOORS HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) —\ TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKEN". THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & —48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & —72.0 PSF. APPROVED AS COMPLYING WITh ;nit SOUTH FLORIDA BU;LDiNG CO4' DAT 1 —41 P I ROOUCT ONTROL DIVISION BUILDING CODE COMPLIANCE : tJF iCfi ACCEPTANCE NO.Q, C4ASSIPICATIQIA PtAN IFACTURE.D PORCI!)4ED DescRIPTIDrr. METRO DOOR MODE=LS: 78, 84A, 91, 93,94 WAVING NWIDERi 101182 6 ,4 r ""—fC T INSTALLER MODEL RETAIL` DEIa. ;MO 8: ()ESCRIPTION I LUtaH PANELS Sih.EL . M1 1 : - .EL 78 7 ` 91 Al . 8.:.T:_._. SMOOTH TEXTURE ■ •0• , i * ", 93 - 94 84Ai NOOOGRAIN RE STEEL W/ PAINTED STILES V) 0 0 . 0 iZ i F • i� > a 0 . . ETRO MODEL 28 84A, 91, 93, 94 (24 GAUGE) END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG- 4. —LOC SYSTEM (TOP, BOTTOM, & CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG —L —LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) il t 1 IfIlimammmer 1 1 • Milli IT. N 11 Ng mom I i _11 11111...11111 INN SNIP LATCH ENGAGES O14TO. Vl.IR11CAL TRACK. • ONE 'NAP LATCH ON ;EACH (SIDE OF DOOR.: I INTER.. STILE.: OUTSIDE KEYED HANDLE LOCATION '3F 'OPTIONAL VENTS (MAX. VENT SIZE: 20 --3/4" x2'- -1 /2" ) —�-- : MAX. DOOR WIDTH -.—J.aEVAT10N (SCALE 1/2" = 1') EN D STILE INSIDE HANDLE: Q K4YEQ LOCit SNAP AAICE. QCK OPTION - CONF"dFMS TO SFBC ; 3603.2 INTER. STILE OUTSIDE — HANDLE A SEE END HINGE DETAIL ON PAGE 2 SEE INTERMED. HINGE DETAIL ON PAGE 2 LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT, FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKINQ OF DOOR. CONFORMS TO SFBC 3603.2 II 0 co 0w 0 cn END ST11LE LOCK CONFC CI Building Pr Compa_ly ZO";■IG C;TUAL APPROVED EIY;:TRICAL FUMING EC ANCAL ROC 7 i;','G ELD2i. ai9P.,!-'1.7 SHORES VILAGE SUBJECT TO COPM.IP,CF. VIITH ALL : &Tea AND CCM RULE: AND RiaT ;12,11:0t3. figA S'clOR ES ‘ A:33;JM7'. 9 rei.:`,3 FOR ACCEIRACY Of OR RESU;:1 I1 FROM )1IESE r.OV WTh Mr MIT? FLORIDA LTJ CON. flOPTED Y ViLt !S T;!F P,i ROLL?, & alD AP r U3v):3E OF AUL BUILDING ;!C !:Er DI; •IUT rtG;:'!r.s.V. tIEREN. •