Loading...
90 NE 98 St (2)BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ` uildingJlectrical , Plumbing Mechanical Roofing p N (Fee Simple Titleholder) eo Owner's Address 70 ,,e-- // . e # ( 0)7516 76 Owner's s ame ee imp a il • `f $i4 7 City I t,4M/ 5,j - S State `C Tenant/Lessee Name /t/ / ieD $ Value of Work For this Permit ? County Escrow Fee $ • (On Miami Shores Building Department Job Address (where the work is being done) qo N• E . q g Permit No. ,,( 3 — ‘52, Master Permit No. Zip 3.3/38 Phone # /1/"f. City Miami Shores Village County Miami-Dade Zip 3 3 1 3g Is Building Historically Designated YES NO i Contractor's Company Name Cr ord [ Co., Inc. Phone # (305) 57- `t l i 3 Contractor's Address 33q iJ • e. (A 5tr- - • p Cit I`I /1M ►Q I r State rt.- Zip , (3 O Qualifier - DV id, L(L.. Architect/Engineer's Name (if applicable) &.) /� . Phone # Architect/Engineer's Address a � City '' State Zip Permit Fee $ (V 0 0 Square Footage Of Work: 7 0 IP Number of: Bays Stories Families Bedrooms Baths Type of Work: ❑Addiiti " on , X Alteration ❑New /� Repair/Replace ❑ Demolition • c Describe Work: © r"( /0 ' 7 ' tf �� AD&€ _ * * * * * * * * ** * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ EO0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated promise in good faith that a copy of the notice of commencement and construction lien la whose property is subject to attachment. Also, a certified copy of the recorded notice of for the first inspection which occurs seven (7) days after the building permit is issu inspection will not be approved and a reinspection fee will be charged. Signature Chc7/7/03 wner or Agent The foregoing instrument was acknov6l before me this C _ day of Sept , 20 Cby G c re\( err ' who is personally known to me or who has produced As identification and who did take an oath. NOTARY UBLIC: Sign: ZaLQ Print: "''•• LESLIE RACIa MY COMMISSION # DD 005946 • 7 ;g-iv EXPIRES: March 4, 2005 .A Bonded Thru Notary Pubtla Underwriters TARY PUBLIC: Sign: Print: My Commission xpir (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. My Commission Expires: r ; l APPLICATION APPROVED BY: Signature Zip Zip val • ceeding $25 i i, the applicant must brochure will be elivered to the person ommencement mus s e posted at the job site In the absence .f such posted notice, the Contractor The foregoing instrument was acknowledged before me this 1 g day of .92-P7 . , 20 by ;, A (...LL who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Engineer Zoning MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA 9'o DAB Doors Inc. 12195 N.W. 98 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the usc of construction materials. The documentation submitted has bccn reviewed by Miami -Dade County Product Control Division and accepted by the Boat of Rules and Appeals (BORA) to be uscd in Miami Dadc County and other arcas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division ( Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this product • material tested for quality assurance purposes. If this product or material fails' to perform in the ,accepted. manner, -f manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of su product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mian Dade County Product Control Division that this product or material' fails to meet the requirements. of the applicable btiildi code. This product is approved as describedherein, and has been designed to comply with the High Velocity Hurricane Zone of t Florida Building Code. DESCRIPTION: Sectional Garage Door16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 01 -19, titled "Sectional Residential Garage Door ", dated 04/06/01 with last revision on 08/30/01, sheets 1 through 3 of 3, prepared by A1- Farooq Corporation, signed and sealed by H. Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration d2 by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in t applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materi: usc, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Failurc to comply with anv section of this NO shall be cause for termination and removal of NOA LIMITATION: This approval requires the ntanufacuuci to do testing of all coils used to fabricate door panels under thi Notice of Acceptance A ntlnllnum of 2 Specimens shall be cui from each coil and tensile tested according to ASTM E -S Dade County approved laboratory selected and paid by the manufacturer. livery 3 months, four times a year, the manufac shall mail to this office: a cope of the tcstcd reports \yith confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength 39,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha) available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01 -0626.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -156' (305) 375 -2901 FAX (305) 375-2901 NOA No 03 -0 Expiration Date: October 04, 200 Approval Date: April 24, 200 Page Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: Printed: 9/19/2003 Applicant: Owner: JOB ADDRESS: 90 NE 98 ST Contractor CRAWFORD DOOR CO INC Local Phone: 305 - 757 -4113 Parcel # 1132060130890 Air Contractor's Address: 339 NE 69 ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: Description Amount FEE2003 -5637 Building Fee $60.00 FEE2003 - 5638 CCF $0.60 Total Fees: $60.60 Total Fees: $60.60 Total Receipts: $60.60 Permit Status: APPROVED Permit Expiration: 3/16/2004 Construction Value: $895.00 Work: Replace Garge Door Page 1 of 1 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibllity for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: CENTER STILES CONFIGURATION DOOR MATHS f CF CENTER STILES 8 -0 TO 9' -0 2 it-1 TO 11' -1O' 2 R2 -0' TO 13' -10' 3 14--0r TO 15 -10 4 15*-11 TO 16 5 000Et . • CONSISTS OF 6' -IS • SECUOrS 1r 2 SWOONS 21 6" -xJ' 1 SECTION 113- 3 SET :DONS 21 7F' • sECu0NS 2r - rte - 7 - SECDOKS iC% - 7 SECR0KS 16' 1 SiCBDN 21 if SECTIONS 1>r 2 SECTpNS 21" 15 2 SECTION'S 18 3 SECTIONS 21 6" -5 1 SECTION 1C 4 SECTIONS 21' 6 " -S 5 SECTIONS 21" - 9' 6 SECTIONS 18" - C -5 5 SECTIONS 16 1 SECTION 21" S - -i' 4 SECTIONS 18" 2 SECTIONS 21' sr--s- SECTIONS it 3 SECTIONS 21' W11 r SECTIONS 1r 4 SECTIONS 21 1111 - -,T 1 SECTION 16" 5 SECTIONS 21' ier-T- • SECTIONS 21" - 71r-?' • SEaIol G 111' 1 =DON 21' MI' - SEL7101G 11" 2 S1CITOIS 21" a-3' SECTORS Ur 3 ST3110NS 21' 11r-11' 3 SECTIONS ITIr .L SECTIONS 21' 7131" -r SECTIONS 18' 5 LIONS 21' 1 SEMMES 13' 6 SECTIONS 21' 13x-3" SBC DOttS 21" - 132 -7P • SECTIONS 11r 2 5I710NS 2r sit' -•r - SECTIONS 11r 3 SECTIONS 21' 33' 4 SW1IOIS 1i" 4 SECTIONS 21' 113' -d' SECTIONS 16' 5 SECTIONS 21' " -C 2 SECTIONS 18" 6 SECTiONS 21' 63'-4 1 SECI1OH 1Ir , 7 SECTIONS 2r /4!• • SECTIONS 21" - ss'-a' 6 SECTIONS 18' 3 SECTIONS 21' 64 - -C 5 SECTIONS 18" 4 SECTIONS 21' s • 4 'SECTIONS 18' 5 SECTIONS 21' - 15 - 3 SECTONS 18" 6 SECTIONS 21" .S• —r 7 SECirOraS 18" 7 SECTIONS 21 • �I�'lIIA�I�I�AI! I��I IrMirr It 11 It II E B 111.allal 1.11 II■ME 1 y CENTER STILES SEE SCH. 11 � �li■ll �ii�l� �! i !I 1 �1 1 i r -- A of I 1...1 oTol i . SPRING (OAO D SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) € •14 X 1/2' S.IIS 518 M. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARtCE DOORS 7 R HINGE .050 CALV. STEEL W/ (4) ( 14 X 1/2 SUS LOCK 2/ DOOR - 7 X 7 GAIN. AIRCRAFT TYPE - CAKE & NIC0 -PRESS SLEEVE 1rj M. 5 TO 1 SAFETY FACTOR 1 S - - O - p SECTIONS 21 1i" SECTIONS 16" 4 SECTIONS 21" 7 - 1/2' X .071 GALV. STEtl ENO ROtIER HINGE W/ (6) f 14 X 5/6' S1LS 3/C w x .15 11K LATCH OUTSIDE 1 7 STEEL PLATE - WiTH (4) f 14 X 3/4' • SELF DRILLING SCREWS END STILE CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 8'-0' TO 9' DOOR WIDTHS :2"-0 1O IL IU 00OR WIDTHS PUSH NUT 1 LOCK BAR CUES INSTALLED Ott END STILE WITH (4) #14 x 5/6 SK'.S .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SiDE OF DOOR CENTER STILES SCREDULE '11 4 L 1 VT 1 TAI VI \L 5 -1/2 X 2 -3/4 X 0.1' STEEL PLATE WITH (6) f 14 X 3/4' SELF DRILLING SCREWS OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. 14' -0' TO . 15-10" DOOR WIDTHS ODOR WiDl MAX. DOOR WIDTH 16' -2' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN t orl :1 L -► Engr. OR. HUCMYOUN FAROOO STRUCTURES. FLA PE r 16557 e- 0 O Ln z 0 W cc 0 O O 0 is N C 0 O O In z 0 W z w 1— DAB DOOR MODEL 824 1 MAX. SIZE i 6' -2" v,i;DE X 16 HIGH i DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PS,F. GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7-68 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. m AN CHOR G OR STUCC EMBEDMENT O. TO BASE MATERLAL SHALL BE BEYOND WALL o t7 ,.°1 DR ESSCN h o 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. APPROVED AS COMPLYiHG WITH SOUTH FLORIDA, BUII i'(1CODE DATE $ I 0 BY AVM ODUC1 f.O I. DIVISION BLIIIDIHC COD' COMFLIAHCE (.1F 9C 0 0 0 w O (.7 CI M Q - ¢ u_ U= w Z �w W N 01 p I J O O z Z v W < N Q J 0 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PUTTED CARBON STEEL c Z 0 0 0 0 � a 0 0 Ii 0 drowing n` 01 -1 C sheet 1 of • 1ST SECTION (iQUIDI.l REINFORCING - 1E. C. X 2-11/4" X 2 GALV. STEEL U.BAR RDEORDIC TRIM 0 TOP OF- PANEL , muss E1lScuco TO VERT C L INTERMEDIATE STIES W 1MI0 ( 14 X 5/8' SITS. AND TO Be STILE Wf fOTR f 14 X 3/4' SELF ORILUNG S. JOSS" X 7-1 /C X 2" GALV_ STEEL U.DAR REIXECIRCHG TRUSS 0 6011011 OF PANEL "MUSS MEEKER TO VERTICAL tWJWEDIA11'E SUES W M) 114 X 5/8' SiLS. MD IID DM STLE IXIUS E 14 X 3/4" SELF (AMONG S_ CPTIONAL STOP UOULDING BY DOOR It:STA1.CE STEEE TRACT. 9 IECKET FASTENED TO WOOD JAMB WITH 5/16 X 1 -3/4 LAC SCREW HEX WASHER HEAD TYPE A SOJILIERN PINE 055 S.C. 1.9' X L19"" X 3.3 X .090" STEEL TRACK IIR CKEIS --- SEE SHEET 2 Wit SPACING - i /8' x t"" x .078" GALV_ g CL TRACK FASTE,'ED TO TRACK PLATES 1/4 -20 x S /H' Tkt: ;S HD BMW SEAL .058 ALUM PLATE MBI{ 1/8" X 1" S.M_S. 0 48" O_C. ND RUBBER WEATHERSTRIPPING 1 • 1/2": X 1 -3/4" IC.:16 t • (0 -0.s�: }. OPER 'WOE O TOP & 80T1014 OF oat PANEL f 14 X 5/8" SMS 6 PER HINGE I NTERMEWE SECTIONS REINFORCING 1/2" X 1 -3/4' X .058" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE W(11{ 3/16' POP RIVETS 0 12" O.C. 7 -1/2 X .050" GALV. STEEL 16 GA.X 2 -1 X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STIIES VI/ TWO 1€ 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR 14 X 3/4" SELF DRIWNG SCR. 1 - 7/8" X 2 -5/8" X .049' STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 14 X 5/8' S.TLS. 4/ HINGE r INTERIOR .SIDE 7-i/2' Y. .071' TOP SECTION REINFORCING 3-3/4" MIN, DGE DISTANCE 16 GA.X 2 -1/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR 1 14 X 3/4' SELS DRILLING SCR. 3/4" X 2" X 2 -1/2" X .049" STEE END STILE. CONNECT TO PANELS W:T■; FLAPS AND (4) 3/16" ALJ!.: Rf\' c SEE DETAIL ABOVE • o .. • 1 - 1/8" _1/4 -20 SS BOLT &. NUT FLAPS BENT OVER PANEL Ir 1/2" PUNCHED HOLES 0 4" 0.C. 1/2" HILTI SLEEVE ANCHORS OR EQUAL 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET En9r. OR. HUMAYOUN FAROOQ STRUCTURES FIJI PE # 16557 24 GA. STEEL PANEL END STILE r::criz t • t -ogv2 APPROVED AS ctiAYit.M`J IYi�i� �rfc SOUTH FLORIO,. BUILUIKi COOL WTE OCT 0 _ 0 � � k"ZO!1 CT CO11 DIYISIO f11 r: 'IGi .r. ( c 0 0 0 1 0 0 to I 0 O c 03 O M M Q J Z — Z CO W 1, Cr) O O 6 O Q z 03 0 _Q � 2 N t0 t0 (0 0 V) 0 M 0 • drov.•;ng n( 0 1 —1C- DOOR HEIGHT • SECTION HEIGHTS BRACKET .PLACEMENTS 1ST 2ND 3RD 4TH 5TH 61 82 83 64 65 . 66 67 68 6 -O" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8 -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" _ 45" 56" 67" 78 -1/4" a r POP RIVETS 14 GA GALV_ STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/16 X 3//4" HEX HEAD M, SCREWS do N111S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .058" FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL SYK.ES WITH (2) 3/16" POP RIVETS ' 2-3/4" 5 -1/Y X 3' X .104" GALV. STEEL TOP ROU.ER BRACKET (DOUBLE) FASTENED w/ (6) 14 X 5/8" S.M.S. HORIZONTAL REl8ORCIEIMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PAW. MB FASTENED TO VERTICAL STILES WITH - (2) 3/16" POP RIVETS - 5/16" MEETING RIB 1.82' DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS BY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF N.OA f 98- 0904.04 OR ISO -25 POLY- ISOCYANURATE DENSITY = 2.0 PCF H.O.A. f 98- 0904.03 _ = i 1 4 GA GAIN. STEEL - — -- ROLLER Hr4GES FASTENED W/ (6) t 14 x 5/6 SMS . MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUN.RY G -40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYMER PARTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRJICKET FASTENED w/ (4) 1 14 x 5/8' SIRS 5/16" X 1 -5/8" LAG SCREWS INTO W000 OR 5/16" SLEEVE ANCHORS WfH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 0 w ce 0 O 0 ni m 1 HORIZ. TRACK LENGTH = . OPENING HEIGHT PLUS 12" 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 - 1/2" X 14 CA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 0 w U Z z W a 0 L7 01 1 TRACK CONFIGURATION CAST ALUf.L. CABLE DRUM WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS TWW (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WADS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHAD. BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4' EMBED AND A SPACING OF 8" 0.C. OR 3/8" DIA HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" O.C. THE BLOCK WAIL CELLS SHALL BE GROUT FILLED /.t.i, RLINIORCLO WITH FOUR # 5 BARS EXTENDING INi;, ,.•!r, fit- [3(. r.11 11L2� :,i. ... HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER • •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 14 GA. GALV. STEEL TRACK 2' X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH. CONNECTED TO TRACK WfIH ONE 1/4" BOLTS & NUTS. r1 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1 / 4 " M.S. & LOCK NUT 0 12" 0.C. A 1 3 X 2" X 14 GA CONT. STEEL ANGLE 2" X 3" X .102" STEEL FLAT BRACKETS 0 ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" o SPOT WELDS ALTERNAT TRAC INSTA • .C1. '- En9r. OR. HU1AAYOUN FAR000 STRUCTURES FLA. PE # 16557 HILTI SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED 5/16 BLOCK 1 -1/4" CONC. 1" 3/8 BLOCK 1 -1/4" CONC. 1-1/4" SPACING 6 6 8 9 V In a) f.PPFOYED LS COMPLYM WITH THE SOUTH FLORIDA. BUILAI 4 CODE DATE 1 CT _ 61' r:lii PROD C ITT It. DIYISI0l Et;lll UCT C.JD[ COMPI.IkHC[ OF[IC[ MIN. EDGE DISTANCE j -- 3 -3/4" - TYPICAL CONC.= MIN. 3000 PSI ? - 1 /4 -20 SS BOLT & NOT AT 12" 0.C. 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES Vi/ (2) 1/4-20x5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT Z• U z 0_ 0 0 W Q Q J I= Z V1 W J Q Z 0 w N 0 0 I0 co O 'Li M Q LL Z N� 03 w Ii N O) O I D oo o to !:-.2 Q CV Q w �I drowinc 0 1 —1c r GRECEDVED AUG 2003 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roof Owner's Name (Fee Simple Titleholder) 4OV /S i / S csA,Jia G�7io- io e # - 3°6- 2 �- // Owner's Address /off 35 1/Z-..- /00 si City /12 / 4rP) l SA la Cc; State r'(, Zip330 _ Tenant/Lessee Name /J 0 k.) 4. Phone # Job Address (where the work is being done) /2 i(/ C /00 -Si City Miami Shores Village County Miami -Dade Zip 3 3 i 3 b Is Building Historically Designated YES NO x ..co-) L /2 , 0 Contractor's Company Name in A---m t/ ry/ W /,fl l A) Pone # 3r 5, Contractor's Address /0 6 5 is A5 S 4 o/l 2 City ml ►+'m `i /2 / 46 3 State . 1.— Zip 33 /(a 6 Qualifier -3 5 Si, I _ �■ t) n it, i es Architect/Engineer's Name (if applicable) NO /2 .64,7e (i / 7 ()) L yL 1/4): Phone # 3 0 .) q (4_ ■4 3 ic 49 Architect/Engine er's Address 57 i; c Po cu F✓a IL ,vx= e- ,L Cit "T -v (fir 2 DA-Lc State -L Zip County Escrow Fee $ Miami Shores Village Building Department $ Value of Work For this Permit 1 i Oo u °a' Square Footage Of Work: .57 3 Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration 54New ❑ Repair/Replace ❑ Demolition Describe Work:) Sco 1 /!7 /f'J / 4) 9 t- v L 5 Dr LiL 4) Po vL /3/6 .A..) * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ?2O(5 — 650 Master Permit No. 10 ,$(O Permit Fee $ J to • 00 . Notary $ � Education/Training Fee $ 2. Tech $ Scanning $ h Radon $ 3 . 0 Code Enforcement $ Bond $ .00 Struct. $ 5(' . co Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) OOIeO ) ' 3 p . SG 00 -D v • eC 12S Bonding Company's Name (if applicable) Bonding Company's Address City State Signature chc717ro3 APPLICATION APPROVED BY: ,( o IL) � Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The forego)ag instrument was acknowledged before me this day of 20 (3 )by The foregoin instrument was acknowledged before me this [ , day of / , 20 by who is perso known to me or who has produced w o is personally own to me or who has produced As identification and who did take an oath. L , s identification and who did take an oath. NOTAR NOTARY P Sign: • . wa 1 ..r . . t�UTAF � ,• � Sign: � �9 '.(�� OFHCWLNOTARYSEgL' Print: _ x ✓ ?� Print: .o�rT .umocn My Commission Expires: ° n ' �r ` i " 1 p d); red . •- My Co .'s ssi ,� �� Q$ "� ' DM SSIONEXPIRES 2004 �r k it* t ** * **** ** * * * * * *,► * * * *,► * * * * *,r,r * * * * * * ** ************, t * * * *,t* * * *;t * * *it * * *,r * * *,r,t* (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Mortgage Lender's Name (if applicable) / G o ✓L Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Zip Signature 8 /z/ 43 fvira, SEP 1 6 2003 V n ctor Plans Examiner Engineer Zoning Date 9 ^g "U3 Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as Lo -L1 , c2 / 6a€ ,ti , located at /.z 3Y ,(/c /06 ..c/ l300,t_fes M/ 1lj i UffzL In accordance with Section 33 -12(0, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at '--3 /)( / 00 Miami Shores,. Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with: release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and /or up to 60 days in jail as established in Chapter 775, F.S. ad , CO ,,r. croewGNATURE do DATE (lt'e°itain ) NOTARY - : UC ChotaTsa BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795.2204 FAX (305) 756-8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT COMMISSION NUMBER CC931623 of f`04- MY COMMISSION EXPIRES APR 262004 OV' SIGNATURE & DATE _1 0U�S LG T'l�QiP/ Grf OWNER' NAME .( F 14: ' srrA ou :u1�s • » COMMISSIO NU. BER 24�N CC931u23 9jF OF FID MY COMMISSION EXPIRES APR. 26,2004 nspecton: Number: INSP-696 Inspection Date: 01/23/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Project: <NONE> Miami Shores Village, FL n '1, MIAM ORES VILLAG G o ,D C'D o fb BUILDING DEPARTMENT , l ? SOS Building Inspection Request Datc8/ / Type Insp'n No. 1:2)L.04 - 13 9 Name c cO t C V DO v r)c'1 Address Gd M T Company / 4 (actin P(L) ry) nq Phone # (78:) 2 — DC'GG �! Inspection Date 5 j Approved Correction Re-Insp'n Fee Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • e: (305)795 -2204 Fax: (305)756 -8972 ,. y P rra i Nu ber BP2004 -355 Permit Type: Imported Permit Inspection Type: Foundation Work Classification: Addition /Alteration Dmments Block: M.S. Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Page 2 of 2 knspection Number: INSP_1662 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: er RP20 :04 -854 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING True Passed O1" Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until knspection Number: INSP_1662 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: er RP20 :04 -854 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 786 - 277 -9540 Page 1 of 2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 IL- C'e3 Fax: (305) 756.8972 X003 BUILDING CE _ Permit No. QPaoo3 • t4C PERMIT APPLICATION � � "�J Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Hof - - re j rn e y Phone # ,30 .5 l S $' - 3c1 0 Owner's Address q 0 N l; et, R City Miarr►i State Zip 33 13 S Tenant/Lessee Name Phone # Job Address (where the work is being done) 90 /tie 9R ,..34" ✓-eet City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name /v0 5749 , r P- /c-s G 4 P• I Ne Contractor's Address 9v 54 G " ( '9^'' A City 5v,? $ i�f Qualifier tiL.44"7 s n 6. Z /;Ar $ Value of Work For this Permit 2 Sv `) Describe Work: County Escrow Fee $ Miami Shores Village Building Department Zip c3.3 /c3ci State Zip 3 ? r{ Phone # 3:75 303 ?/ 6 Z 7 g; Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Square Footage Of Work: 3 O JJ 4 Number of: Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ❑Alteration ❑New ❑ Repairft place ❑ Demolition * * * * * * // * * * * * * * * * * * * * * * * * * * * * ** F / * * * * * * * * ** * * * ** * * * * * * ** * * * * ** \. -V Permit Fee $ CO V ' Notary $ c , 0 Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Ch $30,00 Bonding Company's Name licable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and All ,CpNDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ' Signature The foregoing instruin�entt was acknowledged before me this , \ I day of . 2C(E b Y who is personally known to me or who has produced NOTAR j : LIC: Sign: Print: My Commission Expires: chc7/7 /03 17 :D2-14 L !� Owner or Agent • State Certificate or Registration No. State 0 I ignature NOTARY PUB Sign: Print: Plans Examiner Engineer Zoning Contractor The foregoing instrument was acknowledged before me this ( L day of ,1)1 , 20 03, by NV1OG r 531020r . who is personally known to me or who has produced tificat who did take an oath. as identification and who did take an oath. mmiss o , p gas 6. a1 1 ��,�.�� 1111 r!�!'! � i My Commission Eres Expires: Jul 1 ;, 2007 Bonded Thru (Certificate of Competency Holder) Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: