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1255 NE 95 St (6)7/31/2006 To: Current Owner 1255 NE 95 Street Miami Shores Village, FL 33138- Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2003 -1622 Address:1255 NE 95 Street Miami Shores Village FL33138- Date Expired: 4/5/2004 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Varga Administrative Assistant MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n D n C Permit No. 6PO Name wiII∎' CJloyd . Address I l J 54- compan D f Phone # For Inspector: I a'Oa Name & Date Approved Correction Re- Insp'n Fee ❑ 0\ Kso MIAMI SHORES *VILLAGE BUILDING DEPARTMENT 305:195-2204 Building Inspection Request Date I • I Time Type Insp'n D ' 1( 15r0 Permit No. yy �^ Name 00 1 I 1 rC� �Jd� . Address 1 �S . QS 51 Compan ic4d Door Phone # For Inspector: 1 a /Qa . Name & Date 3 T P - Approved • Correction Re- Insp'n Fee ❑ �! Y •t0 - 77:7 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Permit Type (circle). Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) �.A`-t^' - a - '-" 'E ' 7 " (s Phone # Owner's Address \ �'S S c- ck.. S 5 - \ �� E City t Z A `&. s' v -cc. S State Zip I ) 3 13% Tenant/Lessee Name Pfri Phone # Job Address (where the work is being done) \ a-S S cV C S C2"C- c � City Miami Shores Vi1laze County Miami -Dade Zip 33 \'3g. Is Building Historically Designated YES NO �\ Contractor's Company Name C. Ord DDor Co • 3 ( L . Phone # 305 /51 - 4113 Contractor's Address q Al- E . (nQ Stru - City i4 I CLVV1 i State L Zip 33 (3q Qualifier DILV 1 Q Le_ e, Architect/Engineer's Name (if applicable) Architect/Engineer's Address City $ Value of Work For this Permit County Escrow Fee $ Education/Training Fee $ Code Enforcement $ A /A Number of: Bays Stories (j, Families Type of Work: ['Addition la ❑New I v Describe Work: Q Pf lAC� 0 41, G1 6)9'E.S X 6 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fe * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Ue2co3 17 6 Master Permit No. Roofing (-3 154 a- Eby N '"%- .P-%- Phone # State Zip Square Footage Of Work: 1a.3 Bedrooms Baths Repair/Replace ❑ Demolition k . 2, 0 Permit Fee $ /0 0 Notary $ • 90 Tech $ a7 i O Scanning $ 3.00 Radon $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ ICA • 10 (Continued on opposite side) Bonding Company's Name (if applicable) d/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceedin . ,2500, the applicant must p romise in good faith that a copy of the notice of commencement and construction lien law brochure ,be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence ent r '. st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th absen -e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. • Signature • .)i Owner or Agent The foregoing instrument was acknowledged before me this 30 day of C}G i d6 20 O,, by 6 . &); /k4 who • pers onall_ y kn own jo me or who has produced J ' As identification and yl o did take an oath. z OTARY PUBLIC: gn: Print: /1.)0 ,z,r 0 R) /-4 6-A0/0 + ! � Norton App State Certificate or Registration No. APPLICATION APPROVED BY: chc7/7 /03 Zip AV Signature Contractor The foregoing instrument was acknowledged before me this 3! day of 1 tic , 20 0 3, by ! tvi /..16 who is rsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: l'NNI f My Commission Expires: My emission 00181308 -� - na norery senr�ce B BOrnfingGb, cy (Certificate of Competency Holder) My Commission Exp Certificate of Competency No. gg6S Of OS / 30- V51' NOV 5 2003 Plans Examiner Engineer Zoning , • M1AM1•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NOA) of Sectional Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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.: 01- 0516.03 EXPIRES: 08/09/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC ANI) GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sct forth above. APPROVED: 08 /09/2001 Wi i r(oor9 / /Ass N. E . y5 S MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SI{CI•ION 4305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Of(icc \\ s0450001 \pc20001 \templates\notice acceptance cover page.dot Internet mail address: Postmaster Obuildingcodeonline.com ' +• tiomepage: ht.tp://www.buildingcodeonline.com DAB Door Company, Inc. ACCEPTANCE NO: 01- 0516.03 APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to comp. with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating value:. indicated in the approved drawings. 2. PRODUCT DESCRIPTION . 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 - 09, titled "Sectional Residential Garage Door" prepared by AI- Farooq Corporatio dated 02/01/01 with no revisions, Sheet I to -3 of 3. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notic of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM I 8 by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimen!. were selected from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels for Dadc County under this Noticc of Acccptancc. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance \with the approval drawings.. t.2 The installation of this door does not require a Hurricane Protection System 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dadc County Product Control Approved 6. BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acccptancc, including two copies of the approved drawings as identified in section 2. 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. Candido Font, P1;, Sr. Product Control Examiner Product Control Division DAIS Door Company, Inc. ACCEPTANCE NO.: 01-0516.03 APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the origin submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) year 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions JJ of this Acceptance. 3. Renewals bf 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 produ is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) [f the Acceptance holder has 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 lone 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f 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 the user by the manufacturer or its distributors and shall be available for inspection at the job sitc at all time. The engineer heed not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE -3- DOOR WIGHT CONSISTS OF ' 6 • -6' 2 SECTIONS 18" 2 SECTIONS 21" i6" -9' 1 SECTION 18" 3 SECTIONS 21" •7 4 SECTIONS 21" - T -3' - T -r 5 SECTIONS 18" - r"-r 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21 Er-r 2 sECTioNS 18" 3 SECTIONS 21' 8' -6" 1 SECTION 18" 4 SECTIONS 21' 8' -'9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9' -3" 5 SECTIONS 18' 1 SECTION 21" 9" -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21' tv -3' 1 SECTION 18" 5 SECTIONS 21" ND' 6 SECTIONS 21" - 10 -c 6 SECTIONS 18' 1 SECTION 21 11 5 SECTIONS 18' 2 SECTIONS 21' 11' 3 4 SECTIONS 18" 3 SECTIONS 21" 61'-6 SECTIONS 18' 4 SECTIONS 21" 11'$ 2 SECTIONS 18" 5 SECTIONS 21' 1 Y 1 SECTIONS 18' 6 SECTIONS 21' t 2' Y' 7 SECTIONS 21' - 12'- - 6 SECTIONS 18" 2 SECTIONS 21' 12'-9" 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21' 13' -3 3 SECTIONS 18" 5 SECTIONS 21" $3' 2 SECTIONS. 18" 6 SECTIONS 21' 13'-6- 1 SECTION 18 7 SECTIONS 21" 1( 8 SECTIONS 21" - 14' 3 6 SECTIONS 18" 3 SECTIONS 21' 14'-C 5 SECTIONS 18' 4 SECTIONS 21" 14'-4 4 SECTIONS 18" 5 SECTIONS 21' 1 5 3 SECTIONS 18" 6 SECTIONS 21' 15'-11 2 SECTIONS 18' 7 SECTIONS 21" 15' --E" 1 SECTION 18" 8 SECTIONS 21 15'-9' 9 SECTIONS 21' - 1C 6 SECTIONS 18" 4 SECTIONS 21' 0 {f 1 CENTER STILE r -- A � N / \ / I \ \ ,( / / \ ,/ \, / \ �� II I 1 I 1 I / ) / \ � I OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. MAX. DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN WIDTH 3' X 1- .EL .., WITH (2) f 14 X - N SELF °RU G SCREWS OUTSIDE HANDLE .071' X 7 -1/2" GALV. STEEL ENO ROLLER HINGE w/ (6) /14 X 5/8" SMS LOCK DOOR 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE w/ MIN. 5 TO 1 SAFETY FACTOR SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) $ 14 X 1/2" S.M.S. / 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS / CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING. SHOWN .071' X 7-1/2" GALV. STEEL CENTER HINGE W/ (4) $ 14 X 1/2" SMS LOCK BAR GUIDES INSTALLED ON END 5T1LE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R 1. 9' -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCT IRE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COD: 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PEP. ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUR; AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ,•; NOT PART OF THIS APPROVAL L 0 0 1n z 0 0 w VI z w 1- DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF - 60.0 PSF Engr. DR. HUUAYOUN FAR000 STRUCTURES F1A PE 1 16557 A. 1.;. ...• 111E .....'' ..'S CODE _AUG_' 2001. JUL 12,, 20Z-1---7 i z co 0 rn to ZW I o tia I--+ 1.- N <4 cD 0 % r) a O u, • U w 0 z N1 0 Cr 3 W o ¢ Q 1 P4 (nCI3O N dw o Gs. w N n ( _0 r ) j J dw'5Iw- 0 0 w C ) O' 0 0 0 w 0 J 1- z w 0 N w J z 0 0 w In N c 0 ' v 0 0 v Co 0 V j M < Q I J 1 Z _l- o Cow tD (/') al 0 - .Q 0 30 O z o = cn Q — _ I c 0 V 0 0 C 0 0 v 0 0 0 a 0 0 N 0 0 u drawing no. 01 -09 (sheet 1 of 3 • 1 • STEEL TRACK BRACXET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.C. 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING OPTIONAL STOP MOLDING BY DOOR INSTALLER 2-1/8" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8 TRUSS HO. SLOTTED M.S. & LOCK NUT / 14 X 5/8" SMS 6 PER /TINGE 7/16" PUSHNAIT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" O.C. 7-1/2" X .050" GALV. STE CENTER HINGE 1 -7/8" X 2 -5/8" X .045" STE:1 CENTER STILE. GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS SECTION 6 -6 X 14 X 5/8" S.M.S. 4/ HINGE INTERIOR SIDE POP RIVETS 7-1/2" X .071"_ END ROLLER HINGE 3 -3/4" MIN. EDGE DIST. .""I1 1/ %.• • 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. 3/4' X 2" X 2 -1/2" X 18 GA. 51ttL (Act" _ END STILE. CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 5/16" HILT' SLEEVE ANCHORS OR EQUAL - 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4-20 SS BOLT & NUT 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM Engr DR. `UMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 JUL 12 2001 24 GA. STEEL PANEL END STILE A.N F..O7iD AS COVP1. i;IG WITH THE F.nI;T!; Fter,! ^.1 L!I.I1D!!!G CODE U.Ti: AUG 21101 1;x.0/ - OS /6. o3 0 0 w J 1- z w 0 (17 w 0: J z 0 U w <n c 0 . 0 0 0 0 4Th' co 0 1•) W M Q J L ri Z ► co w (/) 0 3� Oz 0 _ in cn J Q f c 0 0. 0 N .n 0 0 c t 0 5 cn 0 0 drawing no. 01 —09 sheet 2 of 31 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RDI4THI5TH B1 82 1 83 1 84 85 86 87 88 6' -0' 18" 18' 18'118' IN /A 1" 11 -3/4" 1 23" 1 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 -3/4'1 23" 34" 45" 56" 67 75-1/4" 7' -6" 18" 18" 18 "1 18 " 18" 1" 11 -3/41 23" 34' 45' 56" 67" 78 -1/4 8' -0' 21' 18' 18'118'12r 1" I11-3/4 23" 1 34" 45" 56" 67" 78 SLEEVE ANCHOR SPACING ANCHOR! STRUCTURE EMBED I SPACING BLOCK 1 -1 /4"I 11' 5/16' 1 CONC. 1-1/41 11' BLOCK I 1 -1 /4'I 14' 3/8" 1 CONC. 1 -1 /4 I 17" Cr 0 ce 0 4n 2 SECTION A —A POP RIVETS 089" GALV. STEEL ADJUSTABLE SUDS FASTENED TO BRACKET W/ S 16-18 X 3/4' HEX HEAD Md. scRu5 do HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 2 -7/8" X 5-1/2' x 3' X .1" CALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) If 14 X 5/8' S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059' FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP WETS 5/16" MEETING RIB 7/16' DIA X 3 -3/4" ROLLER SHAFT QPT1ONAI INSULATIONS BY - APACHF PRODUCTS CQ" EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF NAA il' 9B- 0904.04 OR TSO-25 POLY - ISOCYANURATE DENSITY - 2.0 PCF N.OA 1 98- 0904.03 14 GA. GALV. SILLL ROLLER HINGES FASTENED W/ (4) # 14 X 5/8" SMS 1.e4. .024' ROLL FORMED STEEL PANEL DRAWING DUALITY G -40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. CALV. STEEL BOTTOM BRACKET FASTENED W/ (4) / 14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.C. AND RUBBER WEATHERSTRIPPING 5/16" X 1 -5/8" LAC SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WRH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2' •x 4 -1/4' X .1' S1LEI PLATES WELDED TO 1 -1/2- X 1 -1/2" X .089' ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS x 0 lJ 0 z z w a 0 = 0 w S 0 0 0 m n N TRA C CAST ALUM. -CABLE DRUM WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENIIIC SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 RESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. 5TU0 WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WO,9D BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED F.BNFORCED MASONRY BLOCK WALL OR CONC. COLLIgN W/ 1/4" TAPCONS OR 3/8' DU� EMBED SPACING LT1 SLEEVE A4 HORS. 1 3/4' 0.C. N. EMBED AND A SPACING OF 12' O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TI_ BEAMS TO FOOTING. PREPARATION OF JAMB BY OTHERS HORIZ. TRACK SUPPORT AS RECD. BY DOOR INSTALLER HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" •- SECTIONS ARE NU MBERED 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 WITH ONE 1/4" BOLTS & NUTS. 1 - 1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" • HEX HEAD MIN. EDGE r M.S. & LOCK NUT o 12" 0.C. • DISTANCE • 3..3/4' ---1 . TYPII`AL • . 1 -1/4" X 2 -1/2" X 4 GA CONT. STEEL ANGLE .102' GA GALV. I LLL F1.AT BRACKET t 3" LONG 0 ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTE TRAC INSTALLATION Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. P 0 16557 juC i 2 I I -- I1 -1/ 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8' TRUSS HD. SLOTTED M.S. & LOCK NUT i,!" :Ji ED AS COMPLAIN 1IITII THE :Pl T!I FLOIV.DA DUILDIUG CODE 001-- -- I'. l /1I l F II].O - O SIG. 63 L d iThC) Z W 1 O .° U d tx 0 O a ce a � � O N N v. U � � w n z o CD r7 J w • N r) 1 Z 5 v ▪ w -. CC O O 0 w O C.0 J 1- z w 0 V) w z 0 1- 0 w r-. c 0 0 • 0 N i 0 0 0 O rt to N 0 rn 0 W ) c 0 ' U a) 1) 0 0 0 c ) 0 u 0 01 -09 a V drawing no. (sheet 3 of 3 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1751 Printed: 11/5/2003 Applicant: BLAINE WILLENBORG Owner: WILLENBORG BLAINE JOB ADDRESS: 1255 NE 95 ST Contractor CRAWFORD DOOR CO INC Local Phone: 305 - 757 - 4113 Parcel # 1132060144000 Signed: (INSPECTOR) Building Permit Contractor's Address: 339 NE 69 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 29 & 30 BLK 84 LOT SIZE Fees: Description Amount FEE2003 -6936 Building Fee $100.00 FEE2003 -6937 Scanning Fee $3.00 FEE2003 -6939 Training and Education Fee $0.40 FEE2003 -6940 Technology Fee $2.50 FEE2003 -6941 CCF $1.20 Total Fees: $107.10 Total Fees: $107.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/3/2004 Construction Value: $1,290.00 Work: REPLACE GARAGE DOOR In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: I, to re- occupy the single family residence known as : (address) _ lc155 i E 95 Legal Description: Comments: APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY 510.c4-e- Oe `' �obU y , hereby apply for a certificate Y PP Y Lot: BIock PB & PG: I hereby certify that I understand that the zonins of the property is for single-family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single -family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant /-6 y( &J/ 1 /-en ,(0 U Date (9ei-, � ,26E51) Print Name k_041 / h pY ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miarni Shores Land Development and Zoning Code, please contact: Contact Name: 60:1 :1 1-QnIDo Buyer )(, Seller _ Realtor Company Name Application Fee ($50) paid: Cash Inspected by: F. L U B I E N%� Approved X PP Denied PAGE 1 OF 2 Miami Shores, Florida. Check No. c(:),3 Telephon 03! /75 Ji 0 c/ Date 10/6/00 • CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single- family residential purposes. MIAMI SHORES VILLAGE, FLORIDA By: Date of Certification: 10/6/00 THIS CER i ik ICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE-FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERES thi) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMLNE THE CONDITION, THEREOF. PAGE 2 OF 2 BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder Legal Description. Address of Building Lot 1 PERMIT N° 10248 j � f CONTRACTOR OR AILDER1 MIAMI SHORES VILLAGE, FLORIDA DATE \1. 1 4 Work to be performed under this Permit t OW S^► ew l Bl. Subdi- vision Value of Project $ Amt. of Permit $ 195 Contractor's License No This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed ithout authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the respo ability for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the stements of specifications and.'that he assumes responsibility for work done by his agents, servants or employees. t 1 Signed: r . H 4 44 " BY 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 pernirt I, assume responsibility for all work done by either, myself, my agent, servant or employee. r BY AUTHORITY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. • Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor___ Location and legal description of lot to be built on: Lot 7 4 " 3 0 Block / Subdiv'sion_ Street and Number where work is to be done 42 -3 1 X.k MIAMI SHORES VILLAGE State work to be one and purpose of buildin (by floors )____e- ___,� :_----- -A_. sue_------- - - - - -- - - - - = -- New Building Remodeling Addition id Repairs No. of Stories To be constructed of Kind of foundation____ ° RsQf Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966,. Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub fontractofgoq worjC tJ be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No P 7 Date___ ,/ A Read, Sworn to and Subscribed before me. Disapproved ( Signed) Chairman Building Inspector BUILDING INSPECTION DEPARTMENT Date PLANNING BOARD Member Member Council Approved Date Date 2 () DATE • Member ' 2 5 19 • •4) Street__ and for no other purpose. Size of Building Lot Notary Public, State of Florida My Commission Expires Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. JOB: BUILDING ELECTRICAL PLUMBING • • • • Inspector's Report: t-IfeAk; /J._ . WORK • DONE BY: • • REQUESTED • • • • • • • • The following is ready for Inspoction: WO . WILL BE READY /: r : • • • • • 1 1 BUILDING • ELECTRICAL • • • • WORK PLUMBING DONE BY: • REQUESTED • The following is ready for Inspection: Inspector's Report: • • • • • WILL BE READY 6-,et APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ) fdi,,,/ • ( Se ' � r Address ej', • "• ' , y Fr ,'t and /or Engineer . 6' ''' , 4A.4.-4 t . t ' Name and address of licensed contractor ;,r f �', �, l v Location and legal description of lot to be built on: Lot A ck 3 0 Block_ f —_ Subdivision Owner's Name and Registered Architect Remarks STATE OF FLORIDA, u' COUNTY OF DADE. f Permit No,_ - - -____ Date_ Disapproved (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date .4 Street and Number where work is to be done j A � "% State work to be done and purpose of building (by floors) No,_ Street —_ and for no other purpose. New Building Remodeling_ Addition_____________ Repairs No. of Stories_______________ To be constructed of_____________________ Kind of foundation _ Roof Covering__ Estimated Total cost of improvements $ / 3 G r7 /1 am- Amount of Permit $___�__ Zone cubage required„,L2.4 • i Plan Cubage ' V Distance to next nearest building—______ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, therein by him stated are true. (Signed) and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved______ Date Disapproved —Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. / 6 • 7 3 .5 g / X/ 7 t- Tl / 2 _ 67 3 3 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._ Registered Architect and /or Engi er STATE OF FLORIDA, COUNTY OF DADE. J ss Perrnit No Disapproved (Signed) MIAMI SHORES VILLAGE Date e Name and address of licensed contractor (/ ,�� __. � �'� / � ✓�^!� 4. l e Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and � / purposee of building ((byy floors) � 1i 5 ": , ., ,_ ovz, and for no other purpose. New Building Remodeling Addition Repairs 4- No. of Sttooriies / A 1. To be constructed of Kind of foundation Roof Covering k� f Estimated Total cost of improvements $_._ _c Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building.___ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractor o work to be performed under tiffs permit, as are licensed by Miami Shores Village. Remarks (Signed) Date../ eV t Z g s j No. Street__ Read, Sworn to and Subscribed before me. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. f Notary Public, State of Florida Building .I spector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • . • ELECTRICAL : : • PLUMBING Inspector's Report: • W CR K : DONE BY: • • . REQUESTED WILL BE READY • • • • • • The following is ready for Inspection: > / . • 4 _ MIAMI SHORES VILLAGE Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor ti Location and legal description of lot to be built on: / e�� 4 � Lot ^'> J Block_ d_ _ Subdivision _ ' Street and Number where work is to be done -,- State work to be done and purpose of building (by floors) New Building_ To be constructed of_____--- ______ Kind of foundation_ _ Roof Covering_ _________ Estimated Total cost of improvements $ 1 GCd _Amount of Permit $____4_ Zone cubage required = r Plan Cubage s= Distance to next nearest building _Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, 1 ss. COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. �� Permit No Date 10 �1 Disapproved (Signed) Chairman Membe Member Council Approved.. )?2( BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Remodeling__ ___________ Addition_ Date �. ' �� aramew 0 ING BOARD Date Building My Commission Expires and for no other purpose. Repairs No. of Stories__________ —__ Read, Sworn to and Subscribed before me. Notary Public, State of Florida DATE Member Member /Member Disapproved to me well known, _ —mate NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. c MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at f d by Address for owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater Power: Connected load H P. Space Heaters watts Other Apparatus PERMIT No. ELECTRICAL INSPECTOR. Size of Service MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at /f- by Address for owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: M ' Range watts. Water Heater Number of Lighting Circuits No. -,... watts Power: Connected load H P. Space Heaters ='^� ' ` r� ' watts Other Apparatus ELECTRICAL INSPECTOR. 1 CERTIFICATE OF OCCUPANCY N° 202 MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Owner, Agent or Tennant of Building r Lot -� .l;!" Block 3 / ,-' Subdivision Street Address ' Yf Approved use by occupancy ° r ?• Remarks: r Miami Shores Village, Fla.," y r it t✓1 This Certificate of Occupancy is issued to the above named_ Z a for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVf Flectrzcal Permit NO.41J. F%xturos - Heo.ter - . Motors New Construoltnon BuH&ing Foundation - Beams &" Lir`ie1s Ina1 _Final Clean -Up ?1U.P1b Ilg: r gp .to • • Fixtur.oe Septic ..Tank. _ Sc)1- -H - en ter Fip�,1�:,:C�'��•c to _..�- Rpugning F ixtures • 1•s:.c rrc;4I sly: D t t _ By --- fie -Insp. '1 i ffor gial " - By oration Repo ;, :1 ; e R nspe �' 'ifs' :i;;' _'By Re -Insp. By. By;: Re'T Irisp`. By RTC - Insp.. • Ki 3crv,ice K. to'Powe'r Co. r ,r Cort.Of Occup ssuea:: 717 • 4 29-3 d __,- Lot Bldc .en Z a Sub ff UffEdr r 1-t E"' 9 Mama Address or .04.1.tracor Address or Phone L—D Fl P 1.a s , . • B dg e-rm-i-t—No - Ne 'ConSfi:uct 1 1.11051. No" Sept Tank Sewer If To Rianntag-BoQx-d___.....___ 1-7.1-p•pp-eved 1 0Qt . , • R-0----submittm to P.B. Appr OVTd Rejected Plahs 8c • . „-: , .• T..a. Counc.U. Rejected ' • t 47 -2F-ec- e)-- .cot eva:o ' ..; ... . ..-....... .. :..2...t ,....... A ... 1 . - r:Q 7,4pi _s_.__ _____ .._ ._ ri• e p.a i_r s ...... _ ._ p e e ---- ,0717::• . _ • r...: I. : .. . _.:_k2.L... L. • MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 2 / Date /rJ /'r `Z / 2'0 , / 19 6 Owner's Name and Address t3' , Ct'�R �C )3. C /}` /� i / / No / -L,$', ^ Street.._ // E 91 -7 y E ,312/ 74- 7 7 A/ev 43x Registered Architect and /or Engineer c.! v S e /f J . A/ e147 Name and address of licensed contractor__ U5, 6 ,y Location and legal description of lot to be built on: // Lot % ` Block ( % , , f Street and Number where work is to be done�� °!/,5 S� State work to be done and purpose of building (by floors) / 1. Building spector Subdivision.- .. -.v/ 1 /dM 1 .57,f-e. 2E5 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 002 To be constructed of Kind of foundation RE/Ai)f G G Roof Covering - TAG f Estimated Total cost of improvements $ -3V 0 Amount of Permit $ .0 Zone cubage required plan Cubage 43S (, 7° '/4` -•vse = ZiI. . .ES" Distance to next nearest building Size of Building Lot / G D X /....?1 9 Maximum live load to be borne by each floor I hereby submit all the plans •ind specifications for said building. All / n / otices with / reference.t9 the building and its construction may be sent to -- 1 :182 y ," e 4 T l� 7 7 N 3 /4 ..,S- The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) .0 44 77 O 4,vipj if 44/ .SE c 7' 3 STATE OF FLORIDA, COUNTY OF DADE. Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Z v " Date 2.0.-6z..- Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 'P O r A .1V- c ! 1 �4 I o a Tic = 433I 7 BUILDING ELECTRICAL PLUMBING PERMIT N9 2119 Work to be performed under this Permit Owner of Building`s Architect Contractor or Builder Legal Lot � "} Bl. Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Subdi- vision Value of Project DATE Contractor's License No. Amt. of Permit 194 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed withoutthorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes a es v ibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the, plans or drawirj the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. ,, Signed• - , By 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 regula- tions 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 responsibility for all work done by either myself, my agent, servant or employee. f a 1 f BY AUTHORITY BUILDING ELECTRICAL PLUMBING CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE 194 Contractor's License No PERMIT N9 2387 Work to be performed under this Permit 1 Owner of Building Architect Contractor or Builder Subdi- vision Legal Lot Bi. Description Address of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• Value of Project Amt. of Permit By 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 regula- ions 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 responsibility for all work done by either myself, my agent, servant or employee. BY AUTHORITY BUILDING ELECTRICAL PLUMBING PERMIT N° 2234 Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Bl. Description Address of Building MIAMI SHORES VILLAGE, FLORIDA DATE 194 Subdi- vision Value of Project Contractor's License No. Amt. of 1 Permit I This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• By 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 regula- tions 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 responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 8817 DATE Work to be performed under this Permit Owner of Building Architect Contractor or Builder / 194,17C' Contractor's License No Legal Lot Bl. Subdi- Description vision Address of r Value of Amt. of Building Project '' Permit • .. 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. /r i Signed ' By ..` . 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 Sh res Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. 1 J CONTRACTOR OR BUILDER BY AUTHORITY The General Coneitions attached to this specifioation in, general xefer to the General Contractor, but the Sub - Contractor shall assume any and all obliL,ations contained therein,. in so for as'the same can be applied to his respective trade. The application of the clauses of the general conditions to this contract shall be made by the Architect and his deciaion'shall be binding. All work shall be done according to these specifications and articles of agreement, ai by the Owner and.thie°Contractor, and under the auperintondence ant to the satisfaction of the Architect. • The General Contractor shall obtain and pay for all. permits required, all legal notices and pay for all fees required for the work. The General Contractor, shall at.the beginning; of work, provide where directed, a suitable temporary toilet enclosure for the. use of all workmen . on the jot and Shall be kept in _sanitary condition and shall removed at completion of joJ The General Contractor shall protect all shrubbery,, trees, sidewnike and shall replace any damage done curing the process of construction by any sub- contractor. Each Contractor shall compute in his estimate ant properly pay and dis- charge any obligation Sue the United States of America or the State of Florida' under the provisions of the Federal Social Security Act'(R. S. 7260) enacted the 74th. Congress. Each Contractor or Sub- Contractor or supply dealer shall compute in their cost and properly pay and discharge any obli;ation.due.the State. of Florida under the provisions of Chapter 16,E4E, Laws of Florida, Acts of:1935, known as the "Retail Sales Act" or "Chain Store Act." CONTRACTOR'S LIABILITY INSCtiANCE: The Contractor shall maintain such insurance as grill protect -him from clai under workmcn's cocpensat7on acts one from any other claims for da ages for personal incur;;, inolueing deat which may uric() ,from operations under this Contract, whether such •operat'.ona •be by himself or tr any sub - cox tteeter or anyone directly employed ° by either of them. Certificates of-such insurance • shall bo'filed with the.Owner, with a clause in such certificate requiring at least five (5) Gaya written notice in the event of-cancellation; and shell be aubject to his aprroval for aCegtaacy of protection The Owner at.a11 protect his interest and contractor's interest agai'nat:. loss by fire and windstorm. SUB- CONTFACT)RS : Loch Sub- contractor shall furnish all necessary scaffolding, hoist, planking etc., in connection with his particular work. In each ease, he shall ; be res- ponsible for the safety and, maintenance of the same. .Lash sub- oontractor will provide all covers to protect the pubite from any injury Whatsoever. Each sub - contractor will provide all necessary employees and public liability insurance and hole the Owner free from all damages:. Contractor shall provide necessary hose connection to the water supply in -the parking space in the street for the proper carrying On of the work. (1) CLEANING: e General Contractor shall Iteep premises° clean at all times and remove,, rubbish when 'necessary. Building ; ehall be 1$ft broom clean upon it* comp tipri and shall properly_ clean all tile,- p1ubix g fixtures and wiiww* CONCRETE The minimum amount of cement allowed per cubio, yar1 of 'oonarete xsri2fi ,kze aix 'sacks. The maximum amount ° of water per Oak . of oess nt'wll.l be Sellcele* Forma must be used on all 4Foundaat i on . Tre nthes. '' Forms on ' o dat'i oat F 'Focznda : eion Walls, Tie teams- " must not be removed for twenty- fogy ,hours after fini ing the pouring of� c narete, ` 'Shore Jacks and Forms .•un sr unauppor'tt < -Oat" remain in place one :4sy 'for-each-lineal foot of ` qam in :n> can. Can the -7 be removed under ten ..{ 4s without permission from ,Buils~tn ►ape:oto'r Poured .Slat a: Forme{ sfnd Jacks :must retnain in ' pla4e: Or 'e peripd of not ,leer than twenty -one days ; aftor pouri'ag oonorete. Mixing Concretes ' Thee mixing of a`onorete in ;redientaa= on the Pjbb'm -tat be - done b neiht or :measurement; shovel measure, will not be permitted Transit Mix Concrete : - ' If Transit Mf• Ctonerete is . tiled., the. Bu/1814 In pector : must be furnished with a report: 'from a . .properly gv�a1itted ,testing' laboratory,' y,' certified in the presence of a Notary. Public , eho ein O wing'the. rtt, of" teats of the pros unt to be 'used, Certi f,icate to be furnished at time; ri.z Steel in all foundations. Must 'be 'suspended iii: place ; by wires i ;tae use :.of ; rock, • brick` or other materia1e .too support steel will not be , pertaitted - ._•Steel .must be at least 2" from,bottomj of trench, and , lapse .stuet be fort r;:'biele.e, the diemeter of the steel. All,..etee1 must be ,seoure1 wired; "art place. All steel. must :Ybe covered by at 1east.2" of :Concrete,. SPREAD FOOTINGS & F't)UNLAT1ON Vi The bottom :4 ell footings $ ;1' be at, least:. oix inches below nature Grade to be taken. at the lOweet oint of grot d in foundation oundation; l:in*. Exterior - 10 x 24 Concrete 3.6/€ Bare :'.'or one story:' - 2 ate ` 1* * 3© Interior 10 x 1F; ; - - Generate 3'-$ /e- Bari 3 sr.;Z4 No Masonry wood construction will r be rermitted an fo indation fe UB hours after finishing the pourir)g of concrete. Steel , us ed, In ail,: c moat: be free from, rust and scale Foundation Walla: Exterior - 12" wl.de concrete where joist bear, £ wide concrete` w ere joists rho not bear Interior wide -concrete. • .WALLS Exterior. walls Shall` be C" .Cornerete 33lopk Its shown On ± rawix &e:r *tale shall be laid. ° in cement and ayrstex Mortar.,. t No lime .permitted. ?' _ Contractor shall submit certificate for Underwriters approved( •c.onorete . block to: Owner*- ROUGH F:A ELYWAR nc ors fez first floor joists and roof rafters every':raurth Galvanized bolts, ; it" - 4'O" on centers* Nails, eto after, WALL TIES Alin buildings shall have continuous coti*rete w all t ie' bee,ms placed at roof line with a depth of at least 12 ", 4 -S / 8 reeds, two p1aeed tit top and two at bottom. Run a oontin iotz>r conerete dirt' at least lit inches high by width of wall, reinforced with .2 - 1/2" rods on top. -of all 'parapet walle. CLEAR SP#OE WNLPR JOIST_ Clear a apace un er joist, level off the high places in `tho grade under the house and provide at least a 1'8" clear space betWeen the bottom of joist and grade under the house. VENTS: — "- "Screen all vents and accesses with # 16 have 6 x 8 concrete lintel`over'it reinforced with 2 sc . = 1,/2 " ,bare 1 /2" ' , ` bars. also' be left in interior bearit " walls for ; cross ventilation. JOISTS & rAFTERS: floor and roof framing, except ornamental rafters - , :must yellow pine, or . equal. CONCRETE` SLABS & STEPS; less Olen 2 x 8 nor long leaf Floor Joists: No wooden floor joists shall 'b then 16" on centers. 2 x 6 joists shall not exceed a 10 ft. span. 2 x 10 not to exceed a 15' span 2 x 12. not to exceed an 18' spin . on. 16" centers 2,x 12 not to exceed a 20' span on 12" centers. Run rows . of bridging not to exceed ,6 ft. apart - 1 x 4. Frame double joists under all 'partition as joists. RAFTERS Rafters shall not be less than.2 x 6's. Rafters for tile roofs: i. 2 x 6's shall 'not" "exceed a 10''.ciear span. 2 x lOsash1619 not t�o 2Q��clea~ 16' :'clear span. r span - every 3rd, rafter to have gal]ar ties and brooking. No braces„ to be .fastened to coiling; joist' expept o -part .tions. All vends ehail Openings must spaced more Bridging to be not less than a running in- the Sam direction CEILING JOISTS: Ceiling Joists shall be not 1ese than 2 x 6's. 2 x 6 shall not exceed .a 12' span. 2 x S' a shall not exceed 18!. Furring strips to be , set - at least 3/8" off all masonry. walls. The wood coming in contact with masonry must be treated with a wood preservative before placing on the =wall, Furring atripa muat have fire stops at floor 'line.- Plates shall be anchored to the beam with 1i2" x 12" bolts: , 2 a 4 plates, bolts to be 2' _3' 0.0. for 2 x C planes 4' o. c. Set approved anc properly placed' in each of the sonarete beams to anchor eaOh fourth floor joist, ceiling joist and .. rafter. All part tunas coming against masonry walls shall be anchored at pap plate with joist anchor set in tie beam All studs must have fire stops half way,, between floor line and ceiling Joist. Openings 3' or over In all bearing partitions moat `be treaaed. PLACING SILLS, GII LERS, & PLATJ;S: All sibs, girders- or XpIates shall have a., level uniform'bea,'r.ing orl foundation walls' where '. neeessary to provide a Suitable bearing, a ee_ment..grout shall be uniformly placed under the girders, plates or sills.' The use Of wooed wedges, shingles or ,small blocks of wood will not be acceptable oonatruettOL CONCRETE SLABS & STEPS: Where forms for slabs or steps are used, the slabs shall be of the suspended' type and all wood form work shall be remove. The a pace under `the slab shelf be well ventilated and an opening of ample size shall be provided to.. give aecees;.' Where a slab is poured on wood ,joist$ in, the bathroom it shall be not less than,$ "'thick reinforced with wire meah,•and shall' be poured before and fixtures are placed. No openings shall be left under'bath rub or other ;f'ixtures. WOOL SUB - FLOORS: The.sub !'loor shall.be laid diagonally with dia onal out and joiats over - b_earing. Cut in 2 x 4 to support 'dub -floor between joist at outside walls. LOOP' SkiLATiiING: All roof a1.eathing ‘ o, be of 1 x 6 tonue and grooved,. left. free <of Pro- jecting nail heads, splinters,. etc. A11 butt joints to be over rafters.-. TREATED TIMBERS Plates bearing on masonry the' ends or parts of all floor joists, dills or girders or other wood coming in contract with masonry shall be treated.wit2 an approved wood preeervative;°the brushing On of the preserver after these timbers are built in place will'n•ot be acceptable treatment. ACCESS OPENING ANL SCUTTLE --- "An op — 'ening o ample size shall be provided to give accea.s• to .the space unc or the house. Use a cement till at this • ope,ning ,to prevent surplus water from running under the house.. A scuttle or opening of ample size.' .sha11 be provided in the ceiling of a closet or :hall give access to the attic space. All windowsills shall be poured concrete at least 6" deep,by Width of wall reinforced wi.th'2 = 1/2" rods. Sills to extend 6" on either side of opening YILLViORK : All interior doors shall be'°6 Panel Colonial "type doors 1 s /8" thick . unless otherwise noted. Exterior doors Cypress, as shown. Interior and ext'erior jambs, Cypress. 1 1 /C" x 5 /C" for „in.terior ane 1 3/4” x 6" for exterior. . Trim flush Cypress. flush Cypress 1 aaeo and shoe mould.' See details Screen doors 1 ;; /B : thick of Cypress, as shown. Closets to have Cypress shelves and shoe racks. Clothes poles shall `be chromium plated. . Book shelves shall be Cypress, aa..shown`. Porch poets, railing, beams mullions, 'outlookers, acreen:`rames, wood cornice, shall be #'1 Cypress and sizes as shown on drawings. Kitchen Cabinets shall be made in the mill to be of Florida Laid kitchen cabinet or equal, as approves by Architect. Color, trim and hardware to be selected by Oewner. CELAR CLOSETS: FUrnish.anr' erect in closet, where shown. On plans, cedar lining on walls and ceilings. FINISiiE FLOORS: S All Wood floors throughout, except where- otherwise noted $hall be c,le:ar 1 1/2 " flooring; sanded, scrapes, filled, 2 coats of shellac. and waxed. 14). (5) LINO UM FLOOR AND BRAIN: bo eum in itches shall be standard 3auge as relented. Laid over felt with metal strips ,9t doors. ' .FINISHi: fARIIWARE: Allow the -eum: of One Hundred Twenty -Vive and no/loo (0125.OQ) Lollars finish hardware and ,over -head garage door hardware. MELICI JK CABINETS Allow sums of Fifty and no/100.050.00) Dollars for medicine cabinets. CAULKING: All exterior windows and door fraiEea shall be tightly. caulked with approved: compound, from both sides,. before finish work is applied. PLASTERING: Interior root s' shall e two coats .plaster on Ronk Lath and-Clinton Cloth on angle's and jambs of doors end windows and openings. Where tile is called for walla shall be lathed with Clinton .Cloth: Fine, sand finish .planter on walls, as seleeted, except, baths and kitchens which -shall 'oe ssiooth hard fl'.nish. Garage ceiling to have rock lath and brown coat plaster.. Ready. patent plaster requiring only the addition -o. sand and water , may be used-with the -approval of the Architect. All window lambs, hes and sills to have bullnoae trim plaster.: This Contractor to .do° all cutting and patching necessary for other work and leave job clean, STUCCO: 2xterior walla .shall receive twos ats dement "s:ttucco mixed with 'Cryatex Water-proofing in aocordanoe to manufacturers. specifications • and 'textured' as ealeeted. Run moulds Shall-be to contours as shown on full size drawings and shall be finished smooth. STEEL SASH: '` sash casements, "'Lupton " or equal galvanised with " 4ettg " ;: bronze hardware with bronze frame screens. GLAZING: All w'indows.artd doors glazed with L. S. A. Glass, in bee Plate glass where` noted on plans. Furnish and erect where shown plat glace mirrors. grade putty WEATHEPSTRIPPING: All exterlbr . doors we itheretripped with aluMinum thresholds and spring bronze head and jambs. V1 NLTIAN BLINL3 & RECESSED GUIDESt This Gontraator Is to provide recessed Venetian i3/Ind Guides and Venetian Blinds of Sintrunk, Southern VenetianBlinds or equal, Oa approved by Architect for all opening, throughout the building. Color of blinds and tapes to be . selected by ;owner. GENERAL PQRCH 'Quarry tile 1.41 ' trIe zVc n;, ii i 16t12, (i) a> ,' clts ° c .i y let acco ti to %nn foc t xar' c aTcc f icnt foes. Wvcr tel: coven t'Le cit1ro roof ult'i? :Ant cc :c t; c11110 tI la-C course of cam?. A_lec rill 1 t e flrct co rcc of 2". Las i.00f contractor In to furn' cI to ,: J , roct ar a Cortf.7.cflte fr . + ap- r�ovice. t' t- :, c r n,tc' ' iLe Vats cc . 7ac,1 711 ct the V lin c> vdL v 1 .) ores. ;Ant roof.' of r,ra e to T. ✓ ;o ri-L7 tar EU.0 _J 1.1ncsL c °:.crc roof - ^cts all vc.'t'calmrfacoo r'ta L ,,a. i'`.'ov .f c c: �,a_ :�,et_. �i n C.rnIn c t :..t ctor frJn crr .f; coif to } r (o nr r" o m to n v °:'actor , a1v^F," zc.e. tcr_ tc r,3',: cic . syla. STONE WORK : Stap ine atones to Frbnt Entrance shall be o..t 4uarry KeyatOfle, °as' shown on drawinas s . PAINTING : Exterior .stucco two ooat8 . wa"ter !fah . with integral waterproofing aa.. manufactured by Gabietite, or equal. p Color as selecctea. by Owner. Exterior wood work and ateel 'sank:, three coats. lead Interior plaster walls, two coats flat. Kl tohen. and bathroom walls. and aelinsi .apd wood work shall receive three coats lead and oil, last coat 'enamel. Interior . steel sash painted three. coats lead, and o 1, last= coat enamel. interior floors, and trim painted two coats 100-and oily asst 'twit enamel, Porch Ceiiin s shall be stained and anttque4 °as di.ected, also wood ►ork around bbokoater, or painted same as other Woodeorl. ° TILE.. AATL STRUCTT?RAL GLASS 411 work under this beaain * to be done by competent the etters and in , .chargo of :a competent foroman at All times. Furnish all labor and material, including all• grouting .for all tie -:,an t marble as specified or shown on. Plana. Plasterers will put scratch coat on all metal `tax areas where tile occurs. General Contractor will pro'ide cement base to ' alb. floor akrees where, tile occurs. Tile Contractor will `cooranate his Work with - General Contractor in - establishing. final floor levels ant Traces, This: coordination is iiportant as difference in any floor levels trill ..riot be alloWed unless : saw are specifically .called for. Architect will hold. General Contractor .responsible' for ; those FLevels, TILE WORK SHALL' BE A FOLLOWS: FRONT TERRACE To have red quarry tile ir: pattern as selected. WINLOVJ SILLS a Wira bull oete. tide throughout except .cabers marble i 'ca,Sled for. TILE WORK SHALL EE AS FO 9 : o ont inue4 FOWLER , L O QM , " tile and Dove tile'base. MAID'S FATH Ceramic tile floor and cove base. MARELL SAfLLESt rov a marble saddles In all bathroom. doors. (V) MASTER to fi. #1 and #2.. To have:Tglazed tile walls and base. and floor. Wainscot :8ha11 be 4' ,h.th around room, and 5' 6" over tub. bullnose- -cap throughout. ACCESSORIES: Provide set-•of' Bi c (6)` acceaaori•ea in.each bath. PLUMBING Cold water pipe, copper with copper fittings. hot water pipe copper.'from solar to:fixtures. Furnish and erect on roof where shown, double a©lar water heatin q.yetem, with 1$Q 6a11on tank, and electric booster. GENERAL The intent of this !peeifiCation is s complete Plumbing-installation in all detal.le.;reacy to funct.Lon. ` Ali work.to be in'strict acaordabee with National, State and Vi11age of Liam!. Shores Regulations. All work to .be inspected t4 Village of '.iami SI orea Inspection Lepartment and all certif icate;e of such inspection and final report of Inspector to be filed with before final payment, 'Entire 'job to be in extra heavy oast iron 'pipe" for sof_l and waste lines, caulked with oaken!' and lea'd, and wrought iron fora .., water sup Vents through roof to btu counter flashed with lead. by plumber... Sbpper flashing. will be clone by roofinz Plumber will-pay for .bringing In main . service Title and sane . shall be adequate size to supply proper ,pressure to all fixtures under all probable conditions.. Exact size of ,mairx :proposed by Plumber to be submitted to Architect before eutting is' done. * General layout of plumbing is shown on .Plans. All fixtures except toilets to be piped for het and cold water.`. Provic:e hose -bibs where shown on:: plans. These to have threaded connection .for attachtrent of gar&n- hose. SEPTIC TANK: ---- `Proovv'fae septic tank *here directed; size as shown on plans, '. desi gned to meet rezulations of the Florida State Board of Health and Village of' Miami Shores. Run case iron drains from building to aeptfc.tank drain septic tank into clay or cement tile drainage' field tile sufficient to properly care for the building; in an efficient and sanitary manner. ELECTRICAL: The intent of the,ee .Plans and Specifications is to cover an electrical installation complete #.n all details ready to function. ELECTRICAL continued. GENERAL: All lectrical work shell conform to the -current regulations of the National Lard of F ,re Underwriters, .State and more apecif :caliy to .:thee Code of the Village of Miami :chorea,, Florida. Certificate of 'Inspection and Approval by 3ui1 ing Inspector a,hall be furnia4e4. before final .payment Is.' made* The entire layout to meet the 'requiremet a o#' the F1orL4.a' Power' and Light Company and -the Southern Bell Telsphone 06eiPin, . Main service is to' be over -head. Allcond_uit�+ to run that there rigid therra+ll�bet+ and stand�trd metal outlet boxes., ,. system • tra'pped' conduits No steel tubing or B3. `X.' Cable 'to.,be used. Furnish and Install all cabinets and panels' ae : on Plana" Or se are obviously neceaear y. for ,the proper distribution of otrcui_ts. LIectric an will submit to ' Architect his; final layoiit.ber'ore hark is started. • - ;, All cabinets to be of metal, Frank Adami' or equal with neat 'metal doors equipped with looks: 1urnishc and pill, In ail Wire's- ant ` tape ism* ready for .et'tacY, ent of . fixtures. All switches. to be .Of? Toggle type. AlI oonventenCe :outlets to be duplex. All trim t.o" be 'Bakelite; except' in -bathrooms..and k:i.tche,n; these to b polished chromium. ,.., The ° entira, ins tallati�on to be .properly : f used out thie eQn . reaty for bulbs.. Bulge, : however , 'area note a part of this : : ' cont .' Light. Fixtures :Will Ve 'furnished by Other btzt - . the hanging end cdnn:c ti.ng of same- Will be b:y. '? lectri clan under, t2 iii dontreet+ . • Any conveni outlets • where sxpiaaed:.,:to the :weather ,tip. be or Wa terproof type. -, FINALLY: This entire > lectrica1 Installation to be 44- charge at a13. - tines of a competent foreman; .Electrical Oontreator securing this d work.*t make any drawin s, , that ` he wishes, or. wi.tho'ot any .drawi.ngg . Shall ,,ggo over the. entire plans_ and s.pecificationa, with ;the, Architect. before st.arttng tie work so that ._ there 1011 be a o4mpie tie understanding of r ork to be -4=404. .Lavatry.:ln color . Vitreous China r 167 With 8. 709 fitttnc corplete. w't i. Bupp1ies aid trap. Closet to Dolor F 2048 Wit '' C 214' teat, . angle 00P and flange. Tut in color F 2225-27,- 5 rt - 348 fitting and 8 458 want** Stall shower 'r". 170' - Cb ►ome plated ehcwer -'2" � ahraae ,p1st4d. universal- drain. !ASTIR LAM # e. Lavatory izi white Vitreous Chin* F. -167 with 8 709 !ittlugs, Oompleto With iupp1iel and trap. 24 x id4` sfze Closet. in white F 2045 with C 214 ' eat/ angle - atep.'and flange* Tub in white P2225 B 73. fitting ' & 1 $0, waste. POS' LER ROOM. Lavatory in color Vitreous China-:: F 167 with L 709 Sittings, eomplete with euprlie`et and trap, -20 x. .$ site Closet in color P' 2645 with MAIL'S BAIT Lavatory ironhite with 81010 faucets K TCHEN: nk in white P with L 906 S faucet 1 -1/2" 17 eu;e P • P 4205 Closet in white F Ll )6 with 60 white se*t. 'apple Shower B 170 - .Chrome.piated shower, and pins. '037 and 8 989 strainers . trap chrome' plated LAUN:LEY 'par' t i cent and , laundry trays complete.. 5 ft. rod er"ith pint. C 214 seat, an81e . stop and flange �9 1C x '17. size Chrome plated went supplies 1 -1/4" chrome plated trap and P. O. plug atop' and mange. mid Zet cira:n - 3 ft. chrome rod LOTSPEICH FLOORING CO. ACOUSTICAL MATERIALS 67 N. E. 36th Street Phone 7 -1669 801 N. Miami Ave. MIAMI MILLWORK & LUMBER Co. MILLWORK LUMBER SASH & DOORS "Known for our Quality and Service" Distributors: MORGAN Authentic WOODWORK 535 -599 N. W. 11th St., Miami, Fla. Phones 2 -3186 - 2 -4747 RAY -HOFF AGENCIES ACO THERMAL ST CaArL CORRECTION USG ACOUTSTONE - QUIETONE Floor Sanders - Waxers - Polishers 16 N. W. 7th St., Miami, Fla. Phone 2 -5121 KOHLER PLUMBING FIXTURES OF MIAMI KOHLER 2247 N. W. 17th Avenue LUPTON STEEL SASH Reynold's Metallation Phone 3 -5491 Phone 5 -2651 INSULATION - WATERPROOFING - SOUNDPROOFING J im SEMINOLE BOND & MTG. CO. FIRST MORTGAGES Insurance Company and F.H.A. Loans 227 Seybold Building Phone 3 -2618 CRYSTEX R. Symington RoWAY D00110 0yote IZES_ A DLNS "THERE'S A RO -WAY FOR EVERY DOORWAY" MANUFACTURERS AGENTS CO. 48 N. W. 7th Street. Building Specialties ~ LAVKRINCE LUMBER CO 667 N. W. 14th St., Miami, Fla. SUNNY SOUTH PAINT COMPANY Distributors of BENJAMIN MOORE & CO., PRODUCTS W. F. Frantz Phone 2 -5300 — ELECTRICAL CONSTRUCTION — — LIGHTOLIER FIXTURES — • PENINSULAR SUPPLY COMPANY ROOFING and SHEET METAL CONTRACTORS VISIT OUR SHOWROOMS FT. LAUDERDALE 712 E. Las Olas Boulevard ACME SUPPLY CO. LUDMAN CORPORATION WHOLESALE DISTRIBUTORS 21 N. W. 21st Street Miami, Florida Steel Yard: 3427 N. Miami Avenue ALL GRADES WOOD FLOORING INSTALLED GUARANTEED NOT TO CUP OR BUCKLE 550 N. W. 24th STREET, MIAMI, FLORIDA ALL FORMS OF INSURANCE LOANS, BONDS F. T. Sargent Phone 3-8369 Phone 3 -3663 Phone 3 -3317 STEWART ELECTRIC CO. Miami, Fla. REED CONSTRUCTION CORP. ENGINEERS AND CONTRACTORS Precast Concrete Foundations, Wood Piling, Concrete and Steel Sheet Pile, Bulkheads. Gunite Work, Sandblasting 1345 20th St., Miami Beach, Fla. Phone 5 -5397 H. S. BRANNEN MANAGER PYRAMID TILE ROOFS HURRICANE PROOF • Phone 2 -6497 JOHNS - MANVILLE APPROVED ROOFERS 134 N. E. SIXTH STREET REINFORCING STEEL STEEL BUILDING SPECIALTIES ABBOTT ELECTRIC CONSTRUCTION - MAINTENANCE - REPAIRS Specializing in Re- Modernization 186 N. E. 20th Street Phones { Ni ght 7 �62ei NATIONAL FLOOuING COVIDOIVATION PHONE 3 -3143 LEMCO and VENTO STEEL WINDOWS Kalamien Doors ... Rolling Steel Doors ... Fire Doors WAREHOUSE AND OFFICE: 137 N. E. FORTIETH STREET. PHONE 3-1971 BUILDERS — GENERAL CONTRACTORS MIAMI BEACH MIAMI Main Office: 605 Lincoln Road JESS Ea MARCOUX BUILDER CONSULT ME ABOUT YOUR BUILDING Estimates Furnished 2375 S. W. First St., Miami ESTIMATES CHEERFULLY FURNISHED CHARLES M. EWING Established 84 Years PLUMBING and HEATING AIR CONDITIONING 752 S. Miami Ave. Phone 2 -0251 Excavations Phones: 2 -6127 — 2 -6128 1527 -29 NORTH MIAMI AVENUE Phone 5 -3479 S. C. DAVIS CONSTRUCTION CO. Phone 4 -1428 M. R. HARRISON GENERAL CONTRACTORS AND ENGINEERS 1605 Biscayne Boulevard JAMES M. ANDERSON CONCRETE - MASONRY - CEMENT PAVING 1327 27th St., Miami Beach Office 5 -4056 — PHONES — Residence 4 -1701 BEUTEL'S SOLAR - HEATER, Inc. GILLER CONTRACTING Co., Inc. BEN GILLER, Manager MASONRY - CONCRETE - EXCAVATION 523 Michigan Ave. Miami Beach, Fla. [ROY E. DCDD 35 N. E. 26th St., Miami 219 N. W. First Ave., Fort Lauderdale 1303 N. Bayshore Drive MIAMI, FLORIDA FORT LAUDERDALE Phone 5-4628 LINARDY FLOORING CO. ALL GRADE OF HARDWOOD FLOORING Phone 3 -4726 Phone 917 J. MILONE PLAIN and ORNAMENTAL PLASTERING 501 N. W. 41st St., Miami, Fla. Phone 7-4828 Miami, Florida LUDWIG BROS. Inc. CONTRACTORS — BUILDERS Of Over 100 Miami Beach Homes 1240 Normandy Drive, Miami Beach, Fla. Phone 6 -2493 TELEPHONES 2 -3161 - 2 -3162 MIAMI, FLORIDA For Quality and Workmanship, Call Phone 2 - 7463 G. C. McCAUGHAN PLUMBING Miami, Florida CHAMBERLIN METAL WEATHER STRIP Co., Inc. WEATHER STRIPS and CAULKING Miami Builders Exchange Building. VENETIAN BLINDS Sistrunk Venetian Blinds are modern with exclusive features not found in any other Blind . . Highest quality materials . . Expert craftsmanship. Made to individual order in our modern factory. For GENUINE SATISFACTION .. Specify SISTRUNK BLINDS S •• I 1 STR U N • 1 M ANUFAC C TURERS N K VENETIAN BLINDS 458 N. W. 29th St. Phone 3 -2171 LIGHTMAKERS, Inc. LIGHTING FIXTURES — LAMPS Established 1893 A. D. ROLL and FLAT SCREENS 46 N. E. Sixth Street Call Miami 3 -2151 Miami, Florida 1730 Biscayne Boulevard Phone 3 -5292 Ample Parking GREEN - KEYES - VANDERPOOL AGENCY, Inc. Miami's Largest GENERAL INSURANCE AGENCY Discuss Your Insurance Needs With Us We Will Save You Money Third Floor, Biscayne Bldg. Phone 2 -2644 MASITELL REALTY & CONSTRUCTION COMPANY BUILDERS OF HOMES - APARTMENTS - HOTELS - STORES Consult us for your Realty - Financing - Construction 740 Washington Ave., Miami Beach Phone 5 -1819 MIAMI 218 N. E. 6th St. P3 2 -3119 one I ALEXA • • R. - 012 - ' 1 C• � � ESTABLISHED 20 YEARS MIAMI BEACH 1112 16th St. Phone 5 -3546 BRADDOCK BROS. Plastering and Stuccoing PLAIN OR ORNAMENTAL WORK 1924 N. W. 14th Avenue Phone 2 -2231 Miami, Fla. I3A I3 C D C ■ \ - LA'M C N T CC. C. GENERAL CONTRACTORS 3014 Coral Way Phone 4 -2539 Miami, Fla. TRADE and GRADE MARKED LUMBER • • • F.H.A. FINANCING JEFFREY LUMBER 2041 North Miami Avenue PIERCE PAINTS • • • Builders' Hardware • • • Dependable Service YARDS, Inc. -8341 - 3 -8342 - 3 -8343 Friendship is Built on Quality NOT PRICE Phones 3 Caulking Interior and Exterior Painting Waterproofing A. P E T R I PAINTER AND DECORATOR 9305 N. E. Ninth Avenue 1240 Normandy Drive Phone 7 -2068 Phone 8 - 2493 MIAMI SHORES MIAMI BEACH PAUL E. SHIP E STEEL BUILDING PRODUCTS 1750 North Miami Avenue Phone 3 -4781 Miami, Fla. CONNELL - MacVICAR, Inc. LUMBER AND BUILDING MATERIALS "Tops in Service" 3445 N. Miami Ave. Phone 3 -4611 MIAMI BUILDERS EXCHANGE 46 N. E. Sixth Street. Phones: 3 -2151 — 3 -2152 DAILY TRADE REPORTS Plan Room for Sub - Contractors — Bureau of Information P. 0. BOX 2017 THE MASTER BUILDERS CO. Colors and Hardeners for Concrete — Waterproofing H. H. J. HECHLER, Representative Phones 3-4511 - 4 -7023 Miami, Fla. FIVE YARDS "EVERYTHING TO SERVE REflU-RT TO BUILD YOU ANYTHING" :Yi �1SIl > >�YAIt b $>;1rNC.1 CORAL GABLES MIAMI SHORES MIAMI BEACH LITTLE RIVER COCONUT GROVE GATE CITY SASH AND DOOR COMPANY SOUTH FLORIDA MILLWORK PHONES: Fort Lauderdale, 1430 Miami, 3 -2151 Miami Beach, 5 -2997 15 S. W. Third Ave., Fort Lauderdale, Fla. P. 0. Box 901 �IIII ■IUI■IIU ■1111 ■1111 ■1111 ■1111 ■1111 NMMM� MIN ITOU BY ' PAI NTING n� Ong a , : : co. Pai r ver • a r e � !late' ' c Ailall 3-5000; LICENSED 4110ka roCarJPilcros 669 N.W. 8' StreeE. III■ 1111■ IWUUhIaIuI ■Illl■IIII /IIII!•III. J. L. SOMMERS Phone 2 -4193 NRVEYBEI 1, 1940 • OFFICES Miami Miami Beach Fort Lauderdale • CONCRETE PLACING CO. F. S. WILSON CONCRETE AND MASONRY CONSTRUCTION Office Phone 3 -4920 Residence 7 -4913 - 4 -2832 ESTIMATES CHEERFULLY GIVEN 2226 N. W. Miami Court Miami, Florida Public - Commercial Buildings and Residences P. 25 N. E. 20th St. 14 N. E.1 5T AVE. Let Us Cheek Your Plans FRED HOWLAND, Inc. GENERAL CONTRACTOR 1114 Postal Building osik TRANS/T-4 E ni58 3400 N. W. South River Drive. Phones: 8- 2459 -8 -2450 JOHN B. ORR, Inc. BUILDING CONSTRUCTION Craftsmen in Plaster, Stucco, Cut Stone Sculpture and Interior Decorating Miami, Fla. OFFICIAL SPECIFICATION COVER. MIAMI BUILDERS EXCHANGE Palm Beach, 8235 Phone 2 -4159 Is May Save You Money Miami, Florida THE MIAMI POST PUBLISHING COMPANY OCPICE • • 4F JOS[P #J.DEBRITA A R CIF I T- C T 7625 BISCAYNE BLVD } � MIAMI fLOIIIDA 7 t t t SPEyCIFICATIONS FOR 1esi.donce for ,3r. and i.irs. 1,1. H. Siote Lots 29 and 36 block 84, Soc. 3 :.Mari Shores Date Commission No These Plans and Specifications are the Property of the Architect, and MUST BE RETURNED TO HIM at the Completion of the Work. LOCATION 1255 N. E. 95th St. 2 V;' 1'. , „`3 GARBAGE TAX RECORD • PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER / 1940 �-- 7 L, / / - -/ - I / / l!/ -3 ®e 1941 O0 rf / 1 1942 Q 6 " 4 ,' 0 t t y _. 1943 4) 6° / - 7 - 444 ,2',,,N-1, JJI /- � - 4 .S' a 61 7.2. 6 3l M� i Jx z• l�� 1944 � ® -% 1945 / � u 1 O a 4 /_ . 1946 /Q , V`U / . - 4., 6-/ a/ G A 1947 1948 1949 � o r3..P .° /:Sp As : / S/. v o f°/- "x'a/� /2- 3/- /c /a - ,/ - / /...1-.3/-S f B �v o /ZOO - / r 4-0 /S: O CJ / - ,- ,2 -LIL /2 -17- 7 / j f/ kg U 4,07 /O 71 / -?. /...ge ._ �/ v 0.-��-., • ee 1950 LOCATION 1255 N. E. 95th St. 2 V;' 1'. , „`3 GARBAGE TAX RECORD 1255 N. E. 95th St. by year annual tax C . H. Hecker Jr. /9i7 �, o 0 period used amount paid date pa f��_1 e /' 5 / id receipt # ® 9 —Q �' INSPECTIONS DATE BY INSPECTIONS ROOF DATE 4/ BY 1LJRg- FOUNDATION -3 -''LO"(o; 0 BEAM,a`c LINTELS 'Z -loz I lvR' POOL I $ FRAMING 1 $ AIR COND. DATE BY FINAL f BY RE - INSPECT CLEAN UP ROUGHING S SLAB $ TUB & TOP OUT SLAB 4 --2 -3 ...°' /,,y� e WI24 i TEMPORARY SERVICE Sal." v/ � pe--Ado - $ 2.730 SEPTIC TANKMe o / / ir /J PL., l 0..„ .l4pT.L TL. ..(.0 We. $ 2.718 SEWER I $ SOLAR HEATER I $ GAS I $ H. W. HEATER CONN. 1 $ INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGHING S FIXTURES $ TUB & TOP OUT S i SEWER SEPTIC TANK , .Q. 3r,Z'7.0i U.4$ SOLAR HEATER 111 FIXTURES GAS CONTRACTOR:AIL? A,jf77 j c.7R,/ e. .. PHONE Z PERMIT NO. gj 7 ( I DATE - - II - Iy FEE $ Z gr NEW BLDG. 1 ALTERATION 1 ADDITION ) REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 1 S H. W. HEATER CONN. H. W. HFATER CONN pf^� v I $ RANGE CONN. S MOTORS S FIXTURES $ S INSPECTIONS DATE BY RE - INSPECT BY RE - INSPECT BY TFMP SERVICE ROUGHING H. W. HFATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS CONTRACTOR 741 ? ?L✓ mss 41 1, - PHONE PERMIT NO. I DATE FEE $ REPAIRS NEW BLDG. I ALTERATION 1 ADDITION SPECIALS PERMITS PERMIT NO. DATE ELECTRICAL PERMITS & INSPECTIONS FEE APPROVAL TO POWER CO. FOR SERVICE DATE BY JOB LOCATION (ST. OR AVE.) GENERAL CONTRACTOR BUILDING PERMIT NO. -1 P REQUIREMENTS ZONE NEW CONSTRUCTION REPAIRS ALTERATION ADDITION OWNER'S NAME SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTFO TO VILLAGE COUNCIL DATE Lan APPROVED 11 a-6 . CU. FT. CERTIFICATE OF OCCUPANCY NO. r . ISSUED .-2 BY PRESENT ADDRESS LOT BLOCK ADDRESS -- $ caA s* Ercr PERMIT FEE $ Q � PLAN CUBE 4 d ,1 o DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C+• ' Y"l5 A a TYPE STORIES ROOF CONSTRUCTION DESCRIPTION DESCRIPTION Mai (e. ✓i rag 1 REJECTED REFERRED TO COUNCIL CU. FT. REMARKS BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION NO. PHONE NO. fe EST. COST $ BUILDER'S BOND REASONS TO tr "Z-d ®c..o 1.—d PHONE?). 44 LICENSE NO. DATE DAT= - __ - INTERIOR CONSTRUCTION CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1353 Owner, Agent or Tenant of Building Approved use by occupancy Remarks 2700 21'n Cube - 4331 Tax Value o 2165 Miami Shores Village, Florida, 7/19/62 George B. Ga.rni Lot 2 & 30 Block 84 Subdivision El azni Sh orAs Street Address 1255 I:r' 95th Florida. ?nnr^ Addition This Certificate of Occupancy is issued to the above named Own Pr' for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -1711 Printed: 10/31/2003 Applicant: ALBERTO VALDES Owner: PADILLA ORESTES JOB ADDRESS: 1255 NE 93 ST Contractor JOHNS GRAGE DOOR INC Local Phone: Parcel # 1132050270090 Signed: (INSPECTOR) Building Permit Contractor's Address: 2266 W 79 STREET Legal Description: 5 53 42 BAY LURE PB 44 - 63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: Description Amount FEE2003 -6749 Building Fee $100.00 FEE2003 -6750 CCF $0.60 FEE2003 -6751 Scanning Fee $3.00 FEE2003 -6752 Training and Education Fee $0.20 FEE2003 -6753 Technology Fee $2.50 Total Fees: $106.30 Total Fees: $106.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/26/2004 Construction Value: $700.00 Work: GARAGE DOOR Page 1 of 1 NOV 0 4 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issucd under the applicable rules and rcgulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arcas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida.Building Code. DESCRIPTION: Sectional Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400, 4401, HDG ", dated 06/07/95 with last revision on 06/2001, sheets 1 through 4 of 4, prepared by Clopay Building Products Company, signed and scaled by M. W. Westerfield, P.E., bearing thc Miami-Dadc County Product Control Renewal stamp with the Noticc of Acceptance number and expiration datc 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, statc and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted hcrcin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in thc applicable building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials, use, 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. Failure to comply with any section of this NOA shall be cause for tcrmination and rcmoval of NOA. - LIMITATION: This approval requires the manufacturer to do testing of all coils uscd to fabricate door pancls under this Notice of Acceptance. A minimum of 2 specimens shall bc cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory scicctcd and paid by thc manufacturcr. Every 3 months, four timcs a ycar, the manufacturcr shall mail to this off a copy of the tested reports with confirmation that thc specimen were scicctcd from coils at the manufacturcr production facilities. And a notarized statement from the manufacturcr that only coils with yield strength of 27.000 psi or morc shall be uscd to make door pancls for Dadc County undcr this Noticc of Acccptancc ADVERTISEMENT: The NOA number prcccdcd by thc words Miami-Dadc County, Florida, and followed by thc expiration datc may bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its cntircty. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturcr or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA renews NOA 4 01- 0430.06, consists of this pagc 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. \ � L 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0618.02 :ration Date: September 26. 2007 Approval Date: August 29, 2002 Page 1 CLOPAY MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG, HDGL HOLMES MODELS 66. 67, 68 INTER X OUTSIDE KEYED HANDLE (1) 20 GA. STILE DESIGN ENGINEER MARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING x2" ,GALV. STEEL BACKER PLATE AT EACH INTERMEDIATE HINGE LOCATION. BACKER PLATE ATTACHED WITH DOUBLE SIDED AOPYLIC ADHESIVE TO BACK OF DOOR. LOCATION OF OPT ONAL ATOTAL VENT OPENINGS: SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 INTER. STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. 6 (2) 1/4" x 3/4" TEK SCREWS LOCATED AT 1-1/4" & 3-1/2" FROM BOTTOM ND TWO FROM TOP. VENTS. z A OPTIONAL 60 IN PER VEHICLE MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' END STILE LOCK BAR GUIDE OUTSIDE KEYED LOCK CONFORMS TO SFBC 3603.2 Clop ay Building Products Compaq SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 Cbpoy Corporation M R:gnts R11 saved. REV 5 6 VIEW "B" VIEW "C" CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 DATE 9/96 12/98 4/99 4/2001 6 16 GA. DOUBLE END STILE EACH END STILE MEASURES 5-3/4"x2-1/8"x3/8" ATTACHED WITH ONE //8x1/2" WAFER SCREW. 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. POSITION BRACKET USED FOR BOTTOM DOUBLE END STILE. PAGE 1 OF 4 scALE' NOTED DATE. 6/7/95 DR aT. KFH DC EX( D Br. CC SCRIP rIOM ADD MODELS 2400 & 2401 DELETE M/N 2200, 2201, 4200; ADD M/N 2310 SCREW NOTE REV. ON PAGE 1 ADD HOLMES M/N & HOGL; DEL. 2300/01/10 CHANGE VENT NOTE NOTE 1: DOORS 6'6" HIGH SECTIONS; 42) OF DOORS 7'0' HIGH SECTIONS; 44) OF DOORS 7'6' HIGH SECTIONS; 45). OF DOORS 8'0' HIGH SECTIONS; (2) OF NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED. BY A REGISTERED PROFESSIONAL :ENGINEER FOR WIND LOADS SHOWN- ON THIS DRAWING. NOTE .3: LOCKING ' DEVICE TO .CONFORM - TO SOUTH FLORIDA BUILDING CODE. (SEE INSIDE ELEVATION , 'POSITION ON DOOR.) PLOT. B DR AV ltG ?UM BER. CONSIST OF (4) 21" & (2) OF 18". CONSIST OF (4) 21 ". CONSIST OF (5) 18 ". CONSIST OF (5) 21" & (3) OF 18 ". DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. 1 =24 i'p„ r f- fl !'.c i.oritla • h1i2L11 th:J0 r'1W:Wi Cot:hnl Dit. it n MAX - DIMR SUE. -16'2"W x 8'0 "H Dcsu1IP?lcH M /N 2400, HOGL, 66, 67, 68 2401, •4300, 4301, 4310, 4400, 4401, HOG 101488 Rtv. 8 FLORIDA REGISTRATION No. 48495 1 1 1 1' a I 1 a 1 ill _ _ _ _ AA i 1 i . ATAMINIIIMMINIM011111 VW ___�i!� V �i X 111 1 1 11— 9 ' r C ril I 1 11 11 ' = • 1 i 1 : 1 I I l l 1 r 1 1 1 1 ! 11 h 1 I ': l I 1 1 1 .1 ;l 11 I! 1 r I . 1 1 1 1 ' f I I I :� 1 i Ai li -- --71 r- — — — .' - -- CLOPAY MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG, HDGL HOLMES MODELS 66. 67, 68 INTER X OUTSIDE KEYED HANDLE (1) 20 GA. STILE DESIGN ENGINEER MARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING x2" ,GALV. STEEL BACKER PLATE AT EACH INTERMEDIATE HINGE LOCATION. BACKER PLATE ATTACHED WITH DOUBLE SIDED AOPYLIC ADHESIVE TO BACK OF DOOR. LOCATION OF OPT ONAL ATOTAL VENT OPENINGS: SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 INTER. STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. 6 (2) 1/4" x 3/4" TEK SCREWS LOCATED AT 1-1/4" & 3-1/2" FROM BOTTOM ND TWO FROM TOP. VENTS. z A OPTIONAL 60 IN PER VEHICLE MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' END STILE LOCK BAR GUIDE OUTSIDE KEYED LOCK CONFORMS TO SFBC 3603.2 Clop ay Building Products Compaq SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 Cbpoy Corporation M R:gnts R11 saved. REV 5 6 VIEW "B" VIEW "C" CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 DATE 9/96 12/98 4/99 4/2001 6 16 GA. DOUBLE END STILE EACH END STILE MEASURES 5-3/4"x2-1/8"x3/8" ATTACHED WITH ONE //8x1/2" WAFER SCREW. 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. POSITION BRACKET USED FOR BOTTOM DOUBLE END STILE. PAGE 1 OF 4 scALE' NOTED DATE. 6/7/95 DR aT. KFH DC EX( D Br. CC SCRIP rIOM ADD MODELS 2400 & 2401 DELETE M/N 2200, 2201, 4200; ADD M/N 2310 SCREW NOTE REV. ON PAGE 1 ADD HOLMES M/N & HOGL; DEL. 2300/01/10 CHANGE VENT NOTE NOTE 1: DOORS 6'6" HIGH SECTIONS; 42) OF DOORS 7'0' HIGH SECTIONS; 44) OF DOORS 7'6' HIGH SECTIONS; 45). OF DOORS 8'0' HIGH SECTIONS; (2) OF NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED. BY A REGISTERED PROFESSIONAL :ENGINEER FOR WIND LOADS SHOWN- ON THIS DRAWING. NOTE .3: LOCKING ' DEVICE TO .CONFORM - TO SOUTH FLORIDA BUILDING CODE. (SEE INSIDE ELEVATION , 'POSITION ON DOOR.) PLOT. B DR AV ltG ?UM BER. CONSIST OF (4) 21" & (2) OF 18". CONSIST OF (4) 21 ". CONSIST OF (5) 18 ". CONSIST OF (5) 21" & (3) OF 18 ". DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. 1 =24 i'p„ r f- fl !'.c i.oritla • h1i2L11 th:J0 r'1W:Wi Cot:hnl Dit. it n MAX - DIMR SUE. -16'2"W x 8'0 "H Dcsu1IP?lcH M /N 2400, HOGL, 66, 67, 68 2401, •4300, 4301, 4310, 4400, 4401, HOG 101488 Rtv. 8 FLORIDA REGISTRATION No. 48495 INSTALLER MODEL RETAIL MODEL DESCRIPTION 4300 -HOG. 66 27 GA. EXT. SKIN; SHORT RAISED PANEL 4400 2400 24 GA. EXT. SKIN; SHORT RAISED PANEL 4401 2401 24 GA. EXT. SKIN. FLUSH PANEL 4301 68 27 GA. EXT. SKIN; FLUSH PANEL 4310 HDGL. 67 25 GA. 'EXT. SKIN; WIDE RAISED PANEL CLOPAY MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG, HDGL HOLMES MODELS 66 ° , 67, 68 SILICONE FILLED CHANNEL SEPARATES 2" THICK FRONT AND BACK SKIN OF DDOR SECTION A -A (SIDE VIEW) SCALE 2" = 1' TONGUE AND GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 27 KSI, A\ DRAWING QUALITY) WITH G -40 MIN. GALV., BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 14. GA. GALV ROLLER HINGE. EACH HINGE FASTENED. TO .END STILES W /(4) #14x5/8"• SHEET METAL AND (2) 1/4"x3/4" - SELF TAPPING SCREWS. (SEE VIEW "8 ") pt.iy Building Products Company Clopoy Commotion M R:QI.tI Rawr++4. RtV 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (SUPPLIED BY FALCON MANUFACTURING) LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(6) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET: 2 3 4 5 7 8 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION ON 16' WIDE DOORS. (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" . SELF TAPPING -SCREWS SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). 27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G -40 MIN. GALV., BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF 'STEEL SKIN. CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 DATE 7/96 8/96 9/96 12/98 4/99 4/2001 6 ONE 6" TALL, 16 GA. C- CHANNEL PER DOOR SECTION. (2) 1/4 "x3/4" SELF TAPPING SCREWS PER END STILE AND ONE 1/4"x3/4" SELF TAPPING SCREW PER BACKER PLATE OCATION. (SEE VIEW "D ")n 6 13 GA. GALV. STEEL BOTTOM BRACKET. " ATTACHED WITH (4) #14x5/8" SHEET METAL SCREW ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. PAGE 4 SC ° NOTED D"`' 7/6/95 DR "V" °T' KFH cyccxtO lT. DCSCRIPTION GENERAL REVISIONS CLARIFY MODEL NUMBERS ADD MODELS 2400 & 2401 YIELD WAS 33 KSI; ADD 2310 DEL. 2200/01. 4200 SCREW 01Y. CHANGE ON PAGE 2 ADO HOLMES M/N & HDGL; DEL. 2300/01/10; G -40 MIN. WAS G -60; NEW M/N CHART CHANGES TO PAGES 1 & 4 - 2 -1/2" VIEW "0" 6" TALL- C- CHANNEL 16 - GA. GALV. STEEL DESIGN ENGINEER ARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 PLOT 1=24 DCSCRIPTU)+ M/N 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400, 4401, HOG B wawa* P4IIBCR. ---I I--- 5/8" (TYP.) PRODUCT RENEWED Unr..iyin, %%WI the Florida I.cccptm' NoQ'I rl JL� : 7 Miami. Dade Product Coning Division MAX DOOR sm. 16'2 "W x 8'0 "H 101488 RL V. 8 DOOR HEIGHT "L" 6' -6" 70" 7 ' -0 "- 76" 7 ` 6" 82" 8' -0" 88" CLOPAY MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401 , . HDG, HDGL HOLMES MODELS 66, 67, 68 NOTE: EITHER BRACKET MOUNT OR CONTINUOUS #14x5/8 SHEET METAL SCREWS ANGLE TRACK MAY BE INSTALLED (AS - SHOWN). 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES SCALE 2" = 1' VIEW "B" JAMB PREPARATION NOTE TRACK SHALL BE FASTENED TO 2x6 YELLOW PINE WOOD JAMBS WITH 5/16 "xl -5/8" LAG SCREWS (9 LAG SCREWS PER SIDE UP TO 7'0" HIGH AND 10 LAG SCREWS PER SIDE UP TO 8'0" HIGH). PREPARATION OF JAMBS BY OTHERS. TRACK BRACKETS OR ANGLES MAY BE MOUNTED DIRECTLY TO _CONCRETE USING APPROVED MASONARY FASTENERS. n 1" DOOR OVERLAP (EACH SIDE) 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16"x1-5/8" LAG SCREWS NOT TO EXCEED 14" 0.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT FOR JAMB TO STRUCTURE ATTACHMENT POINTS. MIN. OF (1 1) LAG SCREWS ARE REQUIRED. 2" CALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK CLIPS. TRACK ATTACHED TO EACH CLIP WITH ONE 1/4"x5/8" BOLT & NUT. EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. PAGE 3 0 F 4 DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 18 GA. INTERMEDIATE HINGE SCALE 2" = 1' VIEW "C" - 14 GA. INTER. HINGES USED ON 24 GA. EXTERIOR SKIN DOOR MODELS. OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT) 16 GA. GALV. STEEL DOUBLE END STILE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. " DIA. LONG STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SCALE 2" = 1 pay Building Products Company 18 GA. GAL W SHEET META w J 0 Z 0 z 1— z 0 0 1-- Z 0 REV 7 8 DATE 4/2001 6/2001 CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, OH 45040 (513) 770 -4800 Clem Corporation AN Rights Rss urs0. 76 "(7'6 "H & 8'0 "H DOORS ONLY) 63" 50" 38" suss• NOTED DATE, 6/7/95 MAW, - DT. MWW CHECKED D r• DE SCR IPTIW ADD HOLMES M/N & HOGL; DEL 2300/01/10 CHANGES TO PAGES 1 & 4 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET OR 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. ATTACH FLAG BRACKET WITH (3) 5/1 6 "x 1 -5/8" LAG SCREWS. 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" TRACK CONFIGURATION SCALE 1/2" = 1' TYP. 2--1/2"X12 .GA. -GALV. STEEL TRACK BRACKETS OR CLIPS. - DISTANCE FROM 'BOTTOM OF VERTICAL 24 TRACK TO EACH BRACKET /CLIP IS 3-1/2", 10 "..24 ", .38 50 ", 63 ", AND 76" (7'6 "H & 8 DOORS ONLY). 10„ HONE 5/16 'x1-5/8" LAG SCREW PER TRACK BRACKET. Pio 2-1/2"x12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO W000 JAMB WITH 5/16"x1-5/8" LAG SCREWS NOT TO EXCEED 14" 0.C. MIN. OF (9) LAG SCREWS REQUIRED. "� °� 2" GALV. ( STEEL TRACK FASTENED TO 12 LV. STEEL INTER. HINGE GA. GALV. STEEL TRACK BRACKETS. TRACK /(4) #14x5/8" ATTACHED TO EACH BRACKET WITH TWO L SCREWS. ` 11 /4" DIA. RIVETS. ENGINEER IN R 7./ MARK W. WESTERFIELD, P.C. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 : rROnticT RTNFIVFD Zs col:T;l i.t;; niih the Florida Arrci‘tvrre No02; V. 01 — Exeirmixt ' • Miami Dade Product C'nr.troi Dis!sion P(DT.. _ 1 =24 I MAX DOOR SIMG 16 " W x 8'0 "H D " 1tP IC" M/N 2400, HOCL, '66, 67, 68, 2401, 4300, 430 4310, 4400, 4401, HDG [WAVING NUMBER. 101488 REV. 8 Y REV 4 5 6 7 ANY DATE 9/96 12/98 4/99 4/2001 6/2001 FASTENER TYPE IELD, P.E. EERING TION No. 48495 MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB 8" LAG SCREWS (SEE PAGE 3). S ` A "' NOTED MID 7/6/95 DRAVR ur• MWW CT4CXED Sr. DL SCRIP TICK ADD MODELS 2400 & 2401 ADO M/N 2310: DELETE M/N 2200, 2201, 4200 NO CHANGES ON PAGE 4 ADD HOLMES M/N & HOG,; DEL. 2300/01/10 REVISED VERTICAL JAMB DESIGN LOAD NOTE 2. HORIZONTAL JAMB (NO LOAD FROM 000R) iz PLOT. 1 =24 DESCRIPT10* M/N 2401, 4300. n rnnr' f:rNG \Vr.n :.< t "1 :his • t• itl, tl:r l inrlc llh'aiun HAx DOOR Sim 16'2 "W x 8'0 "H 2400, HOGL, 66, 67, 68, 4301, 4310, 4400, 4401, HDG DRAV(ftG KAISER, 101488 ACV. 8 CLOPAY MODELS 2400, 2401. 4300, 4301, 4310, 4400, 4401, HDC, HDGL HOLMES MODELS 66, 67, 68 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE •I;IORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB. � 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. `WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE //2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SL PPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTUR /1 — TAPCONS /ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16 "x1 -5/ RAWL LOK /BOLT SHALL Bt. TORQUED AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER MARK W. WESTERF MECHANICAL ENGIN FLORIDA REGISTRAT // / A/ ; 0 DESIGN LOAD`: +46... —52.0 P.S.F. • PAGE 4 OF 4 Building Products Compan fflapa] MAX. 0. CLOPAY BUILDING PRODUCTS COMP .3585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 Govay Cc.DO.Dtion M Rights R03 wed. • Dade 1'n,t uct Cuclrfr MIN. No. OF FASTENERS MAXIMUM ON CENTER PER VERTICAL DISTANCE STEEL JAMB BETWEEN WASHERS BUILDING TYPE FASTENER TYPE 7'H " 8'H FASTENERS REQUIRED? WOOD FRAME (SOUTHERN PINE) 15/16" x 3" LAG SCREW (ASTM A307, GRADE A). 1 -5/8" MIN. EMBED 10 11 10" YES C -90 BLOCK (2,000 PSI GROUT) 11/4" x 4" ITW TAPCON CONCRETE ANCHOR. MIN. 1 -3/4" EMBED a 10 11 10" YES C -90 BLOCK (2,000 PSI GROUT) 13/8" x 4" RAWL LOK /BOLT ANCHOR BOLT 5000 SERIES). 1 -5/8" EMBED 6 9 10 1 1 " NO CONCRETE COLUMN (2,000 PSI) 3 /8" x 4'' RAWL LOK /BOLT ANCHOR BOLT 5000 SERIES). 1 -5/8" EMBED ° 9 1 0 1 1 " NO Y REV 4 5 6 7 ANY DATE 9/96 12/98 4/99 4/2001 6/2001 FASTENER TYPE IELD, P.E. EERING TION No. 48495 MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB 8" LAG SCREWS (SEE PAGE 3). S ` A "' NOTED MID 7/6/95 DRAVR ur• MWW CT4CXED Sr. DL SCRIP TICK ADD MODELS 2400 & 2401 ADO M/N 2310: DELETE M/N 2200, 2201, 4200 NO CHANGES ON PAGE 4 ADD HOLMES M/N & HOG,; DEL. 2300/01/10 REVISED VERTICAL JAMB DESIGN LOAD NOTE 2. HORIZONTAL JAMB (NO LOAD FROM 000R) iz PLOT. 1 =24 DESCRIPT10* M/N 2401, 4300. n rnnr' f:rNG \Vr.n :.< t "1 :his • t• itl, tl:r l inrlc llh'aiun HAx DOOR Sim 16'2 "W x 8'0 "H 2400, HOGL, 66, 67, 68, 4301, 4310, 4400, 4401, HDG DRAV(ftG KAISER, 101488 ACV. 8 CLOPAY MODELS 2400, 2401. 4300, 4301, 4310, 4400, 4401, HDC, HDGL HOLMES MODELS 66, 67, 68 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE •I;IORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB. � 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. `WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE //2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SL PPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTUR /1 — TAPCONS /ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16 "x1 -5/ RAWL LOK /BOLT SHALL Bt. TORQUED AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER MARK W. WESTERF MECHANICAL ENGIN FLORIDA REGISTRAT // / A/ ; 0 DESIGN LOAD`: +46... —52.0 P.S.F. • PAGE 4 OF 4 Building Products Compan fflapa] MAX. 0. CLOPAY BUILDING PRODUCTS COMP .3585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 Govay Cc.DO.Dtion M Rights R03 wed. • Dade 1'n,t uct Cuclrfr Date ) \ /0 Time Type Insp'n i P . 10e0,2 Permit No. P 03 /711 Name C� Address l 4 fZ 93 ST Company Phone # For Inspector: /RN/ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE r17 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name & Date MIAMI SHORES VILLAGE D B a :DING DEPARTMENT v 305- 795 -2204 /0 Building Inspection Request Date ) \ 10 Time Type Isp'n �Y,ff, • Permit No. I 3- 1711 1 Name ! �' Address l VL 93 sr Company Phone # — For Inspector: /12\/ Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUI DING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \al 0 u Time Type Insp'n ( e.. Permit No. OP 03- ) 1 1 Name \[0104: Address 125 S OE_ l S �J Company Phone # For Inspector: (L. Name & Da e Approved Correction Re- Insp'n Fee MI :S HORES VILLAGE BU i15INGDEPARTMENT , n 305- 795 -2204 Building Inspection Request 10 Date 9 0 Type Insp'n F� �i.n (c l _ ', Permit No. t3 P d3 Name Address 125 S OE q S �* Company Phone # For Inspector: 0..I Approved Correction Re- Insp'n Fee • r_ Time Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 13,0 03_17) 1 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Describe Work: ❑ Repair/Replace ❑ Demolition (Continued on opposite side) 441/14(f-L- 16&te)/& * * * * * * * * * * * * * * * * * * * * * * * * * * * * Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /0V CCF $ &,40 Notary $ Training/Education Fee $ (9• Cx O Technology Fee $ a Scanning $ � j Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ / 3Z7 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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." 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 10/14/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conunission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning CONTRACTOR Name 6orO .Q DOOM Tn c. License 99 Bs 00114 1 Address sat 66 W 79 5 ? />/ra /eo.4 F6 3.30 Telephone 305 82.2 295/ Fax 305 82.2. ' ,L9 y 5 Qualifier Name 0-1.10A/ o EO F i PROPERTY OWNER New Construction Name,. AIbQr +O UG1lci2S Address Izss we q3 Ptomt SMOrt% s• F l • 3� 1 als Home Telephone 305 7 56 2.050 Business Telephone Relocation of Structure Fax Shell Only 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: 12.55 /J E 93 5 t /-/,a" Shores c[ 33 /3 8= Address City State Zip Folio Number Description of Work Go.r a d0 or re_ p \ace_ et&.i . Lot Block %axe_ o;F wooer/ doo■ anal tnS4a // a me }a.i Otle Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work 4 700 Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Tax Assessed/Appraised Value n PERMIT APPLICATION rmit No. d72O03 Permit No. Bldg Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ■ I Page 4 I OFFICE USE ONLY I Cl OWNER - BUILDER FORM (Attach) O FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond State DCA (Radon) Code Enforcement Fine Zoning Review Notary REVIEWED AND PREPARED BY: Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ O PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) O OTHER SECTION Zonin Electrical Mechanical Plumbing Fire Public Works Structural Building Official (Specify & Attach) (sq.ft. = x/1000 x (t.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ DATE: PERMIT APPLICATION ISSUING OFFICIAL 10050 N.E. 2"° AVE., MIAMI SHORES, FL Revised July 2001 • (305) 795 -2207 • FAX (305) 756 -8972 http : / /www.miamishoresvillage.com