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1219 NE 96 St (5)Owner's Name and Address Paul Kinney Disapproved / Pate t' 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. No Date.. - - - - -- March 27th, , 19 58 1217 street N. E. 96th St., Miami Shores Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Co., Inc., 430 N. W. 79th St., Miami Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1217 N. E. 96th St.., Miami Shores, Fla. State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 30# felt, 900 slate Estimated Total cost of improvements $ 1 00.00 Amount of Permit $ Cuban tile. 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 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 tinder 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 ctply__wch sg)�cpgtoac o w Ah perf�pgg ed under this pennit, as are licensed by Miami Shores Village. LAIV tt U 11 V l,u , lives .9 Remarks STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared (Signed) CeY "4-sltr---.^ 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 e' 3 Date 3 - z - Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building In'.ector 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. (Signed) Phone # Date Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request 5 (Lt Type Insp'n y f1O ' -1 l ` l c�� Permit No. 2P oil- J fl Name mun tem Address (0(024 I I" 11 CompanC,OnV Dt ciJ Phone # Inspection Date • s Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n j � � D 71 fl (ono —1 tI Permit No. BP 1 9 Name //��� Add (0(02(0 v 1 ( ` Compan( O �(IJ 1`4 BUILDING TYPE FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB H„U IMUM 011 CENTER C•STANCE EIETWEEN FASTENERS STEEL WASHERS REQUIRED? WOOD FRAME \ 1 2" x 3" EMBED LAG SCREW (ASTM A307. GRADE A) / /4" 6 1-..;" YES YES BLOCK WALL OR CONCRETE 1 x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR 9 , r-� BLO WALL OR CONCRETE 3/8' x 1-3/4' MIN. EMBED RAWL —STUD EXPANSION ANCHOR (7400 SERIES) 5 19' NO BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 6 1:;° — NO • • MODELS 83. 84A 87. 93 94. 97 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES;:.. 1) ALLL' '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 HORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & —4,992 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 11E 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 SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) &MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 ", EXCLUDING STUCCO THICKNESS. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 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 AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK CLIPS. TRACK ATTACHED TO EACH CLIP WITH TWO 1/4"x5/8" BOLTS & NUTS. EACH TRACK CUP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CUP. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE JAMB CONFIGURATION SCALE 1" = 9" 20 GA. GALV. STEEL INTER. STILE MAX. O.C. • • 7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HINGE ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4) UNRESTRICTED OPERATION. EACH #14x5/8" SHEET METAL S.:REWS. 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. 2" DIA. LONG STEM, 10 BALL STEEL RiDLLER. END OF ROLLER STEM THREADED FOR 7/16" NUT. PAGE 2 OF 2 HORIZONTAL JAMB � (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB JAMB ;:REPARATION NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE W000 JAMBS WITH 5/16 "x1 - 5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0 HIGH). THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING OR AS SHOWN ON PACE 4 OF THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MCUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. DESIGN ENGINEER MARY W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 NM (lopay Building Products Company TOLERANCES Unless Stated Otherwise REV 1 2 3 DATE 3/27/95 11/3/97 2/13/98 DESCRIPTION ADDED JAMB DWG & CHART TO PAGE 4 REFIT DWG TO 2 PAGES REV. JAMB ATTACH. FASTENERS ON PG. 2 INTER. STILE OUTSIDE HANDLE Clopay Corporation All Rights Reserved. The arrangements depicted herein are the sole property of the Clopay Corporation and may not be reproduced in any form without it's written permission. LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON LOCK BAR LOCKING EACH SIDE CONFORMS TO SFBC 3603.2 OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. .00 = ±.03 .000 = 1.015 .0000 = ±.007 Degrees = t1 /T SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. SCALE. DATE. END STILE LOCK BAR GUIDE END STILE NOTED 2/15/95 DRAWN BY' MWW CHECKED BYE PAGE. 2 OF 2 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT III:: - 19gg Lam BY PRODUCT 1 ROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. I Z22.6Z MAX. SIZE 16'2'YJ x 8'0 "H DESCRIPTION. DOUBLE CAR HURRICANE PAN DOOR DRAWING NUMBER. 101300 REV. 3 MODELS 83. 84A, 87, 93. 94, 97 LOCATION OF OPTIONAL VENTS AREA OF VENTS NOT TO EXCEED 60 SO. INCHES BETWEEN STILES w CD w D_ 0 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG —L —LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) NOTE DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). INSTALLER MODEL 93 94. 97 RETAIL MODEL 83 84A, 87 DESCRIPTION WOODGRAIN TEXTURE. RAISED PANEL, GALV. INTER. STILES W000GRAIN TEXTURE. RAISED PANEL. PAINTED /GALV. INTER. STILES HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM � L r� r r � 11 1)1 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. 76" (7'6 "H & 8'0 "H DOORS ONLY) 63" 50" 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" 38" 24" 10" L-- ---- A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1" = 18" TRACK CONFIGURATION SCALE 1" = 36" DOOR HEIGHT "L" 6' -6" 7• -0 70" 76" 7' -6" 82" 8 " -0" 88 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK CLIPS. DISTANCE FROM BOTTOM OF VERTICAL TRACK TO EACH CLIP IS: 3-1/2", 10 ". 24 ", 38 ", 50 ", 63 ", AND 76" (7'6 "H & 8'0 "H DOORS ONLY) ONE 5/16 "x1 -5/8" LAG SCREW PER TRACK CLIP. 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG —L —LOC SYSTEM. 1/4 "x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES SCALE 1" = 9" VIEW "B" / 16 GA. PAINTED ENO STILES ATTACHED TO SKIN WITH PATENTED TOG -1.—LOC SYSTEM (TOP, BOTTOM & CENTER). VIEW "C" VIEW "B" PA ° _3E 1 OF 2 LOCK POSITION (BOTH SIDES) TWO POINT LOCKIN.s CONFORMS TO S'?=� 3603.2 REGARGINC GARAGE DOORS VI H 5/8" MIN. ENGACE.IENT. DOOR TESTED FOR FORCED ENTRY St;`H BOTH OUTSIDE KE T ED LOCK AND INSIDE SLIDE BOLT LOCI OPTIONS (SEE LAYOUT OF EACH LOCK ON NEXT t•a3E). 24 GA. DQSK STEEL (!.+. M. YIELD STRENGTH: 38 KSI) EXTE - d3R SKIN WITH G -60 GALVANIZING, BAKE —ON PRIMER AND A BAKED —ON POLYEST: PAINTED TOP COAT APPLIED TO BOTH ;:'DES OF STEEL SKIN. (ASTM No. A653). #14x5/8" SHEET METAL SCR''' IS SHIP LAP JOINTS. 18 GA. INTERMEDIATE HINGE SCALE 1" = 9" VIEW "C" DESIGN ENGINE :2 2 MARK W. WESTI:2FIELD, P.E. FLORIDA REGISTI•ATION No. 48495 MEP Cop Building Products Com•an DOOR 2" THICK TOLERANCES Unless Stated Otherwise ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A —A (SIDE VIEW) SCALE 1" = 9" DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. .00 = 1.03 .000 = 1.015 .0000 = ±.007 Degrees = ±1/2* Clopoy Corporotion All Rights Reserved. The arrangements depicted herein ore the sole property of the Clopoy Corporation and moy not be reproduced in ony form without it's • written permission. REV DATE 1 2 3 3/27/95 11/3/97 2/13/98 ADDED JAMB DWG & CHART TO PAGE 4 REFIT DWG TO 2 PAGES DQSK; VENT AREA; TRACK NOTE TO PG. 1 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. (SEE VIEW "B ") ONE 6" TALL C— CHANNEL PER DOOR SECTION. (SEE VIEW "D ") C— CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4 "x3/4" SELF TAPPING SCREW. 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C— CHANNEL). 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. SCALE. DATE. CHECKED BY NOTED 2/15/95 DRAWN BY MWW PAGE. 1 OF 2 13 2-1/2" --1 I--- 5/8" (TYP.) VIEW "0" 6" TALL C— CHANNEL 16 GA. GALV. STEEL DESCRIPTION APPROVED AS COMPLYING W:TH THE SOUTH FLORIDA BUILDING CODE DATED 19q PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1222.1)1 DESCRIPTION. DOUBLE CAR HURRICANE PAN DOOR DRAWING NUMBER. 101300 MAX. SIZE 16'2 "W x 8'0 "H REV. 3 BUILDING INSPECTION DEPARTMENT PPLICATION 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 / N / y Block New Building To be constructed of Estimated Total cost of improvements $_ Disapproved Date ( Signed) Building Inspector .:HORES VILLAGE Zat? E 3 Subdivision Date Street and Number where work is to be done / L- /9 7 , State work to be done and pur l ose of building (by floors) -.--�C �tGP�GtIf � ��"� ° 4 Gf 7 CV! c�-�._ ..._ ? -�=C -c a e . L -, ��,C.. �,�-• WvOre: p^ and for no other purpose. Remodeling Addition `� Repairs No. of Stories Kind f of foundation Roof Covering d1._D ' 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 f. pe•tion on the site of the Fork such public notice or notices as are required by the Act. The undersigned agrees to employ only sue. subcon � ctoors, on work . . - performed under this permit, as are licensed by Miami Shores Village. / � Z a Remarks (Signed) STATE OF FLORIDA, j 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 Date Read, Sworn to and Subscribed before me. 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. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 124'4 Job Address 12 19 NE Ci(0 s ✓ Legal Description W & 5 ' ofrilt �,� ✓. / Lessee / Tenant M DI C0IQC0rn0 Owner's Address Contracting Co. 66ErinGLE &Or I r4( Address q 325 RX4/ L b e Su fr 4 Z Qualifier �4rnes D Ol�z�'1mL 2 SS# - Phone 75 7 - 2( J State # 62 Municipal # Competency # / O a . . Ins .Co I -h 1 c=1 LASE C Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC RO PAVING FENCE SIGN WORK DESCRIPTION Ieo-r Square Ft. ;Up ,A14 4 , Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con str tion and zon Furthermore, I authorize _ he above -named contractor to do the work stated. 1Z l°l fir °1 1 1 Signature of owner and /or Condo President Date: My Commission Exp OVARY PUBLIC STATE OF FLORIDA COMMISSIONNO.CC265272 MY COMMISSION EXP. MAI3.12,1997 ** * * * * * * * * * FEES: PERMIT /V RADON C.C.F. APPROVED: Fire Zoning Building Mechanical Plumbing_ Tax Folio I I - 320(n - Ott4 '-3s Iv Master Permit # 1{/7 Phone - Luro alg I I I - 75 % L1 -1 / 2LQ vJL tin g nature of Contractor or Owner- Builder ate: No •• iT;c :b • � � N®13ROwne Builder My C ss ions" SriOrELOA NOTARY P i F MATE COMMISSION NO. CC2a52 COMMISSION EXP. MAR. 12,1°.:7 * ** NOTARY TOTAL DUE' " Other 1 Electrical Engineering_ STATE OF FLORIDA, COUNTY 0 DADE par o:317 CER:!i'V : •a ; i; is c fr •p7 /ho C 7i : :=t, . � _� C4 : x. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l I 3 0(4 3 U ` 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of propp and street address: P. 1 q V 1 E `l b ST . (04-1&41 Shoves t 331-4r 2. Description of improvement: �.�✓ 00 �1 h 3. Owner(s) name and address: F.-1. r d 14rS a • t 1 4 14 co I.4 v \?,L °I h E 4(a s-r.-. ki -‘s 33tiY 4. Contractor's name and address: Obcrov 1L Aco — ( rictoe Signature of Owner / Print Owners Name �d (t. ] /L 1)) ai 4G0 A O Sworn to and subsc ibed before me this ! $ day of ec. , 19 3 . Notary Publi ry / ff I Print Nota 's Name C� �f -�-v� e I'L ORI A . My Commission Expires: COMMISSION NO. CC265251 fY_ COMMt99ICN i j' 73.16,.iy' -•i ''.- 1993 DE(: 16 12:37 Interest in property: Name and address of fee simple titleholder: S C 4 IntiQi LS 5. Surety:(Payment bond required by owner from contractor, if any) } F 30/S Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within th'e State of F : ida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7. orida Statutes, Name and address' 8. In additi•n to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by( Address: 174/ p000d 330 id 123.01.52 2/93 r• $3 '-19 -91 09:01 AM FROM GAF TPA SALES - .S METROPOUT4144 DADE COUNTY, FLORIDA on•, mETAOrp 01% METRO•D4ADE CENTER IOARO OR RULES AND ANRALS CQ06 V OACEMENT &UIT6 10t0 III N.W.1$tSTREET MIAMI, fLONOA $11214974 (305) 375.2d12 G. A. F.' Corporation 1361 Alps Road 'Wayne,. N.J. 07470. • Your application for Product Approval of :2 b ro S d " laninfinmilembrognal under Sections 203 and 204 of the South Florida of Building Code governing the'use of Alternate Materials and Types Construction, and completely described in the Plana, specifications and calculations as submitted by .- • . t •• ' lationa SU,r: - • . . . - has been accepted to be 1 6 87 by Vin�n Tolat. p•E• td by Product C County ontrol _ • used in the Unincorporated of Dade and dard Coeditions on,Pago CondZCionw� set forth on pee • - ACCEPTANCE "/ p.E .. it Diamond $ J,,,, la , 1991 roduct Control Division supervisor _ _ sa e h, 11 _ 1494 APPROVSD SApzRSS This application for Product Approval has b been in the the Metropolitan Dade County Board of Rules Incorporated and Unincorporated areas of Dade Count under the conditions'eet forth above• APPROVED: June 10. 1991 Char es Danger, .6 Deputy Secretary Metropolitan Dade County lg Hoard of Rules and App 09=19 09:01 AM FROM GAF TPA SALES r approves smooth surfaced and granule surfaced, torch applied APP 1.00. Ah? dP and mop _a pp lied SBS "Ruberoid MS single plyroofing membranes which are polymer modified e ave$ mynb� _ y�ed in new woven polyester mat. Ruberoid a All ron roofing as well as re- roofing of existing roofs, fired oo to prevent have adequato.slope and i� with • ppondiri For fire -rate d by UL Building Systems Cards and x��rslcpostshall UL- 790 /ABTM E -108 fire tests. ireconaaaendatioris. .also Comply with GAF s p lished 1.01 Ruberoid membranes have passed the following tests: l) UL-- 790 /AST`seo1vL cardsTeets Class A. B`, • C 2) AccelerT d, ga 3000 hours No deterioration 3) Tensile Strength /Elongation ASTm lf-azz Before 'Feathering 'Mdachine Direction 243 lb /2' 4 604 Cross Direction 161 lb /2" - 61% Alter Weathering Machine Direction 270 lb /2" w 74% Cross Direction 175 1b /2" - 72% ACCEPTANCE No.,$ 91 »0215.4 R APPROVED • i EXPIRES • _ P03 1 '. amond, P roduct Control Division Supervisor A9-19791 09:01 AM FROM GAP TPA SALES,. L�p7�oratinn- r ACCEPTANCE No.$ t APPROVED EXPIRES 4) Water Vapor Transmission ASTM E -96 Ruberoid MB - Torch applied 0.21 0.75 gms/hr /m g /h= /aq. m Mop :Applied 0.1329 g /hx /sq' 5) Heat aging ATM D -573, 2000 hrs.' 70 C. Tensile Strength /E lon g ation Machine Direction Cross Direction Machine Direction Cross Direction 6) Wind Uplitt Test ASTM S -330 7) Factory Mutual wind upliftdta.t3 for metal and plywood g) Factory mutual Mail Damage Test 9) Dimensional Stability ASTM p -1204 Before Weathering Machine Direction Cross Direction Before Weathering Machine Direction Cross Direction • Before Aging After Aging 90 lbs /in, 35% 55 lbs /in. 35% 99 1bs /in, 24% 55 lbs /in, 23 % Passes X-60 and x -90 Passes 0.4% 0.4% 0.39 . 0.3% PO4 Gil Diamon P Product Control Division Supervisor . ' 09-19 09:01 Alt FROM GAF TPA SALES r r • • (N. .2.00 1dtAtho f Tnatlllatiens 2.01 All installations must comply with the recommendations io sa the manufacturer as described in•their published and referenced test reports. 2.0? •-�• This installation is approved without any height restriction for non- coastal buildings. The concrete deck is primed with asphalt primer applied at a rate of 1 to 2 p gallons per square. APP membranes are than directly torch applied to printed deck. In case of SBS membranes, Gafglas base sheet is solidly hot mopped to primed deck with 2" e side and 6" end laps. SBS membrane is then mop-applied the rate of 25 lbs. per square to the base sheet with 4" side and 6" end laps. For coastal areas, the height restriction sh 11 * be 60 feet for Claes 1, 550 feet for Class 2 and 350 feet for Claps buildings. G._A. Cnr�nnrat�nn rte • .2.03 Aver Mota1 Daae1 a) The heights shall be limited by types of constrnctior as defined in the South Florida, Building Code. b) sga R Mop s This installation is limited to 550 feet above grade non-coastalfor permissible for , e Class not Class2.and 3 coastal buildings. p • • .,., np ACCERTAN LI s p RCl Frr Crala rc NS ACCEPTANCE No.: 91-021k4 R • APPROVED .1u p 10. 1991____ EXPIRES = March 11. 1994 G D amAnd, P.E. oduct Control Division supervisor P05 0P19 09:01 r AM FROM GAF TPA SALES. . . • .• Approved insulation boards are fasttened t s deck at the rate of one fasts p with *12 steel sorew6 and .020" thick 3/ " diameter coined hexagonal galvanised stee washers. Gafglas stratavent perforated 6" s he e t is l aidi o a insulation with 2" aide and rate of Ruberoid membrane is then hot mopped . a't - the membrane is then hot - mopped at the rate of 25 lbs. per square with 4" side and 6' end lap$• 0) lar..2gralLitialissUillarigaw. This installation is limited to 165 feet above grad* for non - coastal, 60 feet for C Class 3 coastal coastal and not permissible for Class 2 and buildings. . Factory Mutual approved eck insulations Mut�a� PP�ve fastened to metal d fasteners at the rate of one fastener per 2 sq. ft. Gafglas 75.base sheet with 2" sided and i" e n d l hot mopped to insulation. R side and 6" end laps is torch applied to base sheet 2.04 The anchor sheet is fastened to theilec with /2 gage. lea annular ring - shank steel roofing he16 "mad. atc�a. the in didetr• Nails deck and be rotrude spaced3as set forth in the undersi o de of t he Table 34 -0 of the South florid& Building Code. d The nails shall be applied through tin - caps as required by Section 3403.4 (c) of the South Florida Building Codh ACCEPTANCE -2a- NO. _ , ..�- 0215.4 R APPRGYXD EXPIRES P06 ` . Marr1, 11. 1994 09- :19 09:01 AM PROM GAF TPA SALES _ .��► • • /"s P0? C°rPtIVattirt ACCEPT'A$CE • No . s 1 APPROVED e EXPIRES . _ — • - � - 1 — Ii CS dp SPECIF • Insulation, base sheet and Ruberoid Membranes shall then be installed as described in Section 2.03. This installation is limited to 60 feet above grade for non• coastal and Class I, coastal defined and he South Florida further d by type of construction a Building, Coda • 2.05 For fire rated roofs, the.Ruberoidmem r�sshall surfaced with 400 lbs. square O gravel coat of hot roofing asphalt or coatodwith Karnak No. 97 fibrated aluminum asphalt roof coating oGy Industries 20F emulsion coating T applies to rate both staootl specified in O.L. fire tests. and gravel surfaced APP and SBS membranes. . 2.06 For non -fire ratecoatodswith smoOth membranes may be aluminum or applied at a rata of 1 Weather -Coat emulei =n � oaf =anulepaurfaced membrane to 1 1/2 gallons per guar need not be coated. 3.00 Work shall be performed only by a licensed roofing contractor, acceptable to G,A.y. 4.00 Ruberoid membranes can'also be used on exi -up roofs, provided all loose gravel is removed and all deteriorated areas are repaired using this a andvth e The the entire roof covered with this memo an e subject to use o v f a l b by th membrane e product Control Section and in a with approval by the d Section 3401•.9 South Florida.Suilding Code. • lictions for roofing permit must be accompanied by two' 5.00 App duplicate mete of shop approved pp roved by the architect or project engineer, along with the manufacturer's .specifications and standard details. This requirement is waived for re- roofinc up to 5,000 sq• ft. and single family residential* jobs up to. 5,000 sq. ft. in area. 6.00 '• .This revision supersedes Notice of Acceptance 991 - 0215.4 dated • $arch 11•.1991. Gil D @Mond, P.R. Product-Control Diviaion .Supervisor • ' = 09- 19 09:01l[ .FROM OAF TPA SALES . . • -•ti METROPOLITAN DADE COUNTY, FLORIDA h • e • MSTR CENTER WILDING i SO*NO 01PANIVDET aio , nt N,W, STREET MIAMI, WSW =54P% • • (305) 375 -2612• 1. .Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been r*- AXAluated. A11 reports of re- testing shall bear h e State se L ori signature and date of an engineer registered of g. Any revision or change in the materials, �nucause facture the• product or process shall termination, unless prior approval is granted for reYSsionw or change: 3. Any Asnratisfactory performance of this product or process or a • change in Code provisions shall be grounds for reevaluation. ..., •. 4. . This . acceptance shall not be used an endorsea1ent of any product !or salsa or advertising pu a ®g 5. 'The Notice of Acceptance number preceded by the words Dade ion date may the County, Florida, and followed by the expiration of • displayed in advertising isplay is then it sha p he done in its . Notice, of Acceptance entirety. where required for permit 6. applications, o nes, shall ll be provided to the applicant by the manufacturer or his distributors= unless otherwise .noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. .. 7. , Failure to Comply with Standard Conditions shall bo.cause tor tdrminatiola of Approval. • P08 Gil Diamond, Product Control Supervisor Buildingi& Zoning Depart Building •.' METRODADE TO WHOM IT MAY CONCERN A: Saniafe' "S" Clay Tile min. slope 2 1/2:12 1: Nail -Set System • I I METROPOLITAN DADE COUNTY, FLORI . METRO•DADE FLAGLER BUILDIN9 DI BUILDING CODE COMPLIANCE DEPARTMENT SUITE 160 METRO•DADE FLAOLER BUILDIN9 140 WEST FLAGLER STREE MIAMI, FLORIDA 33130.156 . (305) 375.2901 FAX (305) 375.29 Saniafe' Tile Corporation has filed with this office an application with appropriate lest data to support the approval;of both their Saniafe " 'S" Clay Roof Tile , for Nail & lvfortar -Set systems, measuring 11" wide by 18" lone and their Saniafe' Mission Barrel Clay Tile, a Mortar-Set system measuring 7" to 9" by 18" long and both identifie4wilh the imprint "Ladrillera Santafe' made in Colun►bia ". August 2, 1993 The tiles shall be installed on a solid nailable deck of 5/8" thick plywood for new construction or to 1/2" plywood on re- roofing as follows. . AS FOLLOWS: - The deck shall be covered with Northern Elastomeric, Inc's.RTU- -100 base sheet as an underlayment. Each sheet shall be installed with a nominal 3" overlap and tin -cap 12" o.c. in the field and 6" o.c. at side. At the overlap, the top of the bottom sheet shall be nailed 1 -2" o.c. along with the bottom of the top sheet with nails off set 6". A 36" wide strip of RTU -100 shall be Installed at all valleys and nailed 12" o.c. in a line 3 "from each edge. A nominal 16" wide galvanized steel flashing strip shall be provided over the RTU -100 and nailed 6" o.c. along each edge; with the RTU -J00 applied in the field of roof to overlap valley flashing 3" and continuously be imbedded in a nominal 3" wide bead of,roofing cement to the deck ai . the eave. A nominal 2 "x 2 " galvanized steel drip nailed 4" o.c. shall be provided over the RTU -100 at the perimeter of the deck and continuously bedded in roofing cement. All nailing referred above shall be 0.150 diameter, 0.375 diameter head, I" long galvanized steel roofing nails. 1 SantaJe' Tile Corporation August 2, 1993 The field tiles maintaining a 2" head lap shall be applied with two 6d galvanized comm 7 i nails and a noininal 3/4" wide by 3" long bead of Ohio Sealant Inc's RTU -600 adhesive al the barrel portion head lap. The rake tiles shall be applied with 2 -10d galvanized common nails per rile installed in 3/16" diameter drilled holes. The eave tiles shall be closed off with molded closed cell foam eave ship nailed 12" o. c. incorporating drain holes at the base and at the center of each barrel portion. The application of this system is acceptable up 10 75 feet above grade. 2: Mortar -Set System The deck shall be covered with a 3011 Type 11 (ASTMD -226) anchor sheet tin -caped 12" o. c. in the field and 6" o. c. at the laps. Over this, a hot- mopp4d.90I1..Type 11 (AVM D-249) granular surface roll roofing cap sheet using hot steep asphalt Type IV conforming to ASTM D- 319 -89, shall be applied. The tiles shall be applied with a 2" head lap to the prepared roof deck with mortar consisting of volumetric proportions of 2.5 to 1 of sand conforming to ASTM C -J44: One bag o Rinker R6of Tile Cement with approximately.75 gallons of water mixed to a workable consistency for 2 to .5 minutes. 13: Santare' Mission Barrel Clay Tile 1: Mortar -Set System • The deck preparation and the mortar used shall be as called out in Section A (2) with the tile applied maintaining a two inch head lap Due 10 Hurricane Andrew, this office has been inundated with requests for both new products and renewals, which has caused a large back log in responding with an official Notice of Acceptance. In the interim period, please.accepl these products to be installed by a licensed roofing contractor in accordance with further instructions and specifications by the manufacturer and Chapter 34 of the South Florida Building Code and until an official Notice of Acceptance is issued. CD: co PACE2 ice ly ours, Gil D iumor, Product Con Supervisor on Santafe Brick and Tile Company CALL NOW FOB FUH fHEH INFORMATION TELEFAX: (305) 4745429 u 4R! is g c.� tt , ; {■ a ;�s��,ty i n ' "fir ; ' ,gv ���ti,,', 044) 4�, alt � y Santafe Brick and Tile Company CALL NOW FUH FUR1HER INFORMATION TELEfAX: (306) 4745.120 Xousad Lenght• a:; 14i e. ,T nkne'ss+ Naiignal 41 A;BS:Ibs; +fit r• .r �i•, .)':L•ji. i+•r{R,fr(Y77���%i�� � }��7!'t.;t�`�•;'•�, 1 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. Owner's Name and Address._...(._ State work to be done and purpose of building (by floors) Street and Number where work is to be done Building Inspect sr Registered Architect and /or F neer. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Date 7- t/ [t/ 3 No.__/. 1 ___(.___ _ Street_ 19 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories s 14r-Z9- Ar To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $__..__ / _ ._ �' 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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 tru Permit No l/ Date 7 — 5 0 — 3 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.