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558 NE 96 St (6)Miami Shores Village Building Department 2003 i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. d ' P . -. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ( / 1� / I 'LCN cI v Phone # :o , � 7 8 Owner's Address ,) C J /vim 7 7 �) J City (t/7 — t 3State -L_ Zip 3/36 Tenant/Lessee Name Phone # Job Address (where the work is being done) , 5,) n 9& 2r City Miami Shores Village County Miami -Dade ia Is Building Historically Designated YES NO O . Zip .33 3 Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition DAlteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ 25 Total Fee Now Due $ (Continued on opposite side) rd 1 51- etug-c44 I Bonding Company's Name (if applicable) .0.2" 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." ,tVotice 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: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 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. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** )?4L 'Z /V03 Plans Examiner Engineer Zoning Miami Shores Village Building Department DEC 0 9 2003 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ` BUILDING PERMIT APPLICATION FBC 2001 ua„ *as. *as. i 4 u z Permit Type (circle): Owner's Name (Fee Simple Titleholder) 1qk' / A L! � Owner's Address ,� 3 M 9b ,S J City O/1 0-` 4( 3#-Y 5State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Type of Work: ❑Addition ❑Alteration Describe Work: Total Fee Now Due $_7D (Continued on opposite side) Building Electrical Plumbing County Miami -Dade NOOK. ❑New 7rvs5 Permit No. fiPO.) ? - Master Permit No. Mechanical Roofing Phone # - 7 " � -� Zip 33 f 3 n Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ c CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ 25 ;''L' fAd X 155 aL64-7 e9 roy& Manufacturers of Engineered Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens, Fl. 33016 822- 0020/21 . BUILDER'S NAME OWNER SITE LEGAL PERMIT# KINCHEN MIAMI, FLORIDA ORONI CONSTRUCTION 558 NORTHEAST 96 STREET Job ' Truss Truss Type Qty Ply ORONI 10253 HG3 HIP 1 1 optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2 -0 -0 3 -0 -0 2 -0 -0 3 -0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3.00 12 3x8 = 3x4 -0 -8 3 -1 -12 0 -1 -8 3 -1 -12 4x12 = 4 15 1x4 11 Plate Offsets (X,Y): [2:0- 0- 4,0 -1 -8], [9:0- 0- 4,0 -1 -8] SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 6 -5 -12 3 -5 -12 6 -5 -12 3x4 = 5 14 3x4 = CSI TC 0.75 BC 0.75 WB 0.47 (Matrix) 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:17 2003 Page 1 9 -9 -12 3-4 -0 3-4 -0 3 -4 -0 6 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4= -90.0, 4 -7= -97.5, 7 -10= -90.0, 2 -15= -20.0, 11 -15= -21.7, 9 -11= -20.0 Concentrated Loads (Ib) Vert: 15= -82.5 11= -82.5 1x4 II 13 -3 -8 3 -5 -12 13 12 11 3x8 = 3x4 = 1x4 I I 9 -9 -12 ' 13 -1 -12 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND SLIDER Left 2 X 4 SYP No.3 1 -6 -5, Right 2 X 4 SYP No.3 1 -6 -5 DEFL in (loc) I /defl Vert(LL) 0.2913 -14 >638 Vert(TL) - 0.3613 -14 >528 Horz(TL) 0.06 17 n/a 1st LC LL Min I /defl = 360 4x12 = 7 3-4 -0 3 -1 -12 0 -1 -8 REACTIONS (Ib /size) 2= 1200/0 -8 -0, 9= 1200/0 -8 -0, 16 =0 /Mechanical, 17 =0 /Mechanical Max Uplift2=- 840(Ioad case 2), 9=- 840(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =19, 2 -3= -2006, 3-4= -1954, 4 -5= -3307, 5 -6= -3305, 6 -7= -3305, 7 -8= -1954, 8 -9= -2005, 9 -10 =19 BOT CHORD 2 -15 =1819, 14 -15 =1828, 13 -14 =3307, 12 -13 =1828, 11 -12 =1828, 9 -11 =1819 WEBS 4- 15 =64, 7- 11 =64, 5 -14= -364, 6 -13= -364, 4 -14 =1544, 5- 13 = -2, 7 -13 =1542, 1 -16 =0, 10 -17 =0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 840 Ib uplift at joint 2 and 840 Ib uplift at joint 9. 6) Girder carries hip end with 3 -0 -0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 82.51b down and 57.31b up at 13 -3 -8, and 82.51b down and 57.31b up at 3 -0 -0 on bottom chord. Design for unspecified connection(s) is dele a_g t?d to building designer. 16 -3 -8 18 -3 -8 3 -0 -0 2 -0-0 Scale = 1:36.7 3x8 = 3x4 16 -3 -8 16 PLATES M I120 Weight: 84 Ib Sheathed or 2 -10 -8 oc purlins. Rigid ceiling directly applied or 4 -0 -14 oc bracing. JOHN ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 0 4 2003 GRIP 249/190 0 Job r Truss col OGU1 —gas Type Qty Ply ORONI 10253 H5 ; H PIGGYBACK SCISSOR 2 1 (optional) Royal Truss Co p,eah Gardens, FL 33016, Eddie Davies 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:16 2003 Page 1 -2 -0 -0 2 -0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 3.00 F1T 5 -0 -0 8 -1 -9 5 -0 -0 3 -1 -9 5 -0 -0 8 -1 -9 5 -0 -0 3 -1 -9 Plate Offsets (X,Y): [2:0 7- 13,0 2 4]_[4:0 -5-4,0 2 8],[6:0- 5- 4,0 -2- 818:0 -7- 13,0 -2 -4] SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 5x7 1.25 12 CSI TC 0.76 BC 0.62 WB 0.64 1x4 11 11 12 5x8 = 1x4 11 11 -3 -2 16 -3 -2 3 -1 -9 5 -0 -0 5x7 = 6 11 - 3 - 2 � 16 - 3 - 2 DEFL in (Ioc) I /defl Vert(LL) 0.51 11 >378 Vert(TL) -0.66 11 >293 Horz(TL) 0.22 8 n/a 1st LC LL Min I /deft = 360 REACTIONS (Ib /size) 2= 1074/0 -8 -0, 8= 1074/0 -8 -0 Max Uplift2=- 971(load case 2), 8=- 971(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =8, 2 -3= -3064, 3-4= -3064, 4 -5= -4982, 5 -6= -4982, 6 -7= -3064, 7 -8= -3064, 8 -9 =8 BOT CHORD 2 -12 =2931, 11 -12 =2942, 10 -11 =2942, 8 -10 =2931 WEBS 4- 12 =81, 4 -11 =2109, 5 -11= -282, 6 -11 =2109, 6 -10 =81 3 - 1 - 9 5 - 0 - 0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 971 Ib uplift at joint 2 and 971 Ib uplift at joint 8. 7 PLATES MI120 Weight: 74 Ib 1 JOHN A. 9LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 NOV o 4 2003 ! 18-3-2 Scale = 1:34.3 GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -5 -1 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 -5 -12 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -7 -0, Right 2 X 4 SYP No.3 2 -7 -0 Job ; Truss Truss Type Qty Ply ORONI 10253 S1 SCISSORS 8 1 (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2 -0 -0 2 -0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 1 LOAD CASE(S) Standard 3 -11 -15 3 -11 -15 3.00 rif 1 1.25112 8 -1 -9 4 -1 -10 3 -11 -15 4 -1 -10 Plate Offsets (X,Y)_ 7 13,0 2- 4L[8:0 7 13,0 2 4L SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 CSI TC 0.76 BC 0.62 WB 0.25 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:20 2003 Page 1 4x4 = 5 3 - 11 - 15 I 8 - 1 - 9 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -3 -8, Right 2 X 4 SYP No.3 2 -3 -8 12 -3 -3 4 -1 -10 12 -3 -3 I 16 -3 -2 4 -1 -10 3 -11 -15 DEFL in (loc) l/defl Vert(LL) 0.29 11 >679 Vert(TL) -0.37 11 >529 Horz(TL) 0.16 8 n/a 1st LC LL Min I /deft = 360 REACTIONS (Ib /size) 2= 1074/0 -8 -0, 8= 1074/0 -8 -0 Max Uplift2=- 971(load case 2), 8=- 971(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =8, 2 -3= -3129, 3-4= -3129, 4 -5= -2476, 5 -6= -2476, 6 -7= -3129, 7 -8= -3129, 8 -9 =8 BOT CHORD 2 -12 =2983, 11 -12 =2983, 10 -11 =2983, 8 -10 =2983 WEBS 5 -11 =829, 4- 12 =81, 6- 10 =81, 4 -11= -568, 6 -11= -568 16 -3 -2 3 -11 -15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 971 Ib uplift at joint 2 and 971 Ib uplift at joint 8. PLATES M I120 Weight: 78 Ib GRIP 249/190 Sheathed or 3 -1 -2 oc purlins. Rigid ceiling directly applied or 4 -5 -3 oc bracing. Hid A. 1LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 0 4 2003 18 -3 -2 2 -0 -0 Scale = 1:34.3 Job ■ Truss Truss Type Qty Ply ORONI 10253 J1 JACK 4 1 o•tional) 1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Plate Offsets (X,Y): [2:0- 0- 3,0 -1 -15] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 -2 -0 -0 2 -0 -0 CSI TC 0.83 BC 0.00 WB 0.00 (Matrix) 3.00 17f REACTIONS (Ib /size) 3 =- 172/0 -3 -8, 2= 448/0 -8 -0, 4= 9/0 -3 -8 Max Horz 2= 96(Ioad case 2) Max Uplift3=- 172(Ioad case 1), 2=- 884(load case 2) Max Grav3= 407(Ioad case 2), 2= 448(load case 1), 4= 9(Ioad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =19, 2- 3 = -128 BOT CHORD 2-4 =0 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:18 2003 Page 1 3 T1 2 DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) 0.17 1 >145 Horz(TL) 0.00 3 n/a 1st LC LL Min I /deft = 360 5x4 = NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; occupancy category 11; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ib uplift at joint 3 and 884 Ib uplift at joint 2. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. PLATES MI120 1 -0 -0 1 -0 -0 1 - 0 - 0 1 - 0 - 0 Weight: 6 Ib N GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. JOHN A. BLTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 0 4 2003 1:5.1 Job ■ Truss Truss Type Qty Ply ORONI 10253 J3 JACK 7 1 (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies h 2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND WEDGE Left: 2 X 4 SYP No.3 LOAD CASE(S) Standard -2 -0 -0 2 -0 -0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 0 -1 -8 2.5x4 = -0 -1 -P Plate Offsets (X,Y): [2:0- 5- 0,Edge], [3:0- 3- 6,Edge]_[3:0 -1- 15,0 -1 -7] CSI TC 0.60 BC 0.72 WB 0.00 (Matrix) 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:18 2003 Page 1 REACTIONS (Ib /size) 4= 7/0 -3 -8, 3= 466/0 -8 -0, 5= 25/0 -3 -8, 6 =0 /Mechanical Max Horz 3= 128(load case 2) Max Uplift4=- 9(load case 2), 3=- 442(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =4, 2 -3 =19, 3 -4 = -81 BOT CHORD 3 -5 =0 WEBS 2 -6 =0 DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) 0.23 1 >4 Horz(TL) -0.02 6 n/a 1st LC LL Min I /defl = 360 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 Ib uplift at joint 3. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 3 -0 -0 3 -0 -0 3 -0 -0 3 -0 -0 PLATES M 1120 Weight: 17 Ib GRIP 249/190 Sheathed or 3 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. category II; exposure 9 Ib uplift at joint 4 and JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 04 2003 4 Scale = 1:8.6 Job ' Truss Truss Type Qty Ply ORONI 10253 CJ3 MONO TRUSS 2 1 (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies ry 1 c r 2x5 = 11 , --------- Plate Offsets (X,Y)1"2:0 -1- 15,0 -1 -7], [2:0- 3- 6,Edge] [2:0 -2- 10,1 -4 -8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND WEDGE Left: 2 X 6 SYP No.2ND - 2 -10 -0 2 -10 -0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 REACTIONS (Ib /size) 2= 455/0 -8 -0, 5= 5/0 -1 -8, 6 =0 /Mechanical Max Horz 2= 31(Ioad case 2) Max Uplift2=- 417(load case 2) Max Grav2= 455(load case 1), 5= 16(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -7 =34, 2 -7 =34, 2- 3 =-42, 3 -4 = -0, 3 -5 =125 BOT CHORD 2 -5 =0 WEBS 1 -6 =0 2.5x4 = -9-1 0 -1 -8 CSI TC 0.48 BC 0.69 WB 0.00 (Matrix) NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -7= -90.0 Trapezoidal Loads (plf) Vert: 2=- 8.8 -to -5= -103.9 5.000 s Jul 23 2002 MiTek Industries, Inc. Thu Oct 30 23:36:15 2003 Page 1 4 -0 -15 4 -0 -15 4 -115 4 3 2.25x8 I I DEFL in (loc) I /defl Vert(LL) 0.03 2 -5 >999 Vert(TL) -0.03 2 -5 >999 Horz(TL) -0.08 6 n/a 1st LC LL Min I /defl = 360 BRACING TOP CHORD BOT CHORD 4 -0 -15 4 -0 -15 category II; exposure 417 Ib uo1i>t-aLiDint >� PLATES M 1120 Weight: 27 Ib NOV 0 4 2003 GRIP 2.5x4 I I 249/190 Sheathed or 4 -0 -15 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. JOHN A. VLTER, R.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 4 0 -2-0 GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X1 2X6 No,2N0 19 SP 2 -8 -3 3 -10 -11 2-8-3 1 -2 -9 No.2 19 SP 2 -9 -15 4 -0 -11 2-10 -0 4 -4 -11 No.2D 19 SP 3 -0 -2 4 -4 -7 3 - 0 - 0 4 -8 -12 • N0.1ND 19 SP 3 -0 -2 4-5 -6 3 - 0 -0 1 -tI No, l 19 SP 3 -1 -11 1-7-15 3 - 0 -0 4-9-13 No,10 19 SP 3 -3 4 -9 -10 3 -t -8 4 -lQ15 NDSS 19 SP 3 -2 -4 . 5 -0-Q -0 4.9 -L SS 19 SP 3 -3 -Q 5 -1 -5 3-1- 8, A -10 -15 OSS 19 SP - -- - 3 -- 11 5 - - 3 . -2 -15 4- 11 -15 OVERHANC WITHOUT RETURN (ASC1^, /9 , 110 MPH WIND @ (5 CAT C , � P5PTOPCLI. WADI ,33/. LOADING L (PSF) TOP 30 15 BOTTOM 0 j0 SPACING: 21 IncFi 0.C. MINIMUM GRADE OF LUMBER T.C. 2X1 No:2ND 19 SP B 2X4 No:2ND 19 SP Webs 2X4 No.3 19 SP \AXIMUNI OVERHANGS, DEFL.< L1240 TPI -95 Crlt, .S F. F2)C 95_ STR. INCR. , 33 7. DRAWN BY U.A. CHECKED BY , JAI REP. STRESS; YES 3 x4 J OPTIONAL t- RETURN M(Tek Industries Inc. ftlEr•;cs3 ur nun, ici LEDGER BOLTED TO THE TIE BEAM (BY BLOB) (\Ai' P'E OM1TTEP FOR_ OVERHANG WITH RETURN V 11 1tt 4, Approved for M •uslrles Inc. 'r�RE o' E�sCI 5" APR . 2' 6 REV. 4 (30`96. J41 REV 1 Ja i (aSCc - )I �r ��, 1 TOP CI.10R0 C01111EC1iOII: 5'3' JACKS - •;,6 -0 NAIL 3'J' & 1'0' JACKS - 2.0-U I::, 111N. P - 2.5r P - IC 50T I011 CH:Ir'•J Ci1';' ?C / 2,3 -0 I\,;:L _ - - - -- 3X 1 12 RE - 517.E 1 - -5e3 5S 1 - -129 1.5 -13i, 1.5 10.27 P� '01E, TICS 0E510 rt4.3 0 "cEM CICU:E-J ur 1:0 101 Vlrl) %049, 11A%% IE1'v111 10 Ur r raovio5 ICn (l1I:I 41 03 co :3_Il'.S , 150 122.S A Con JACIS MINIMUM CRACK-7. Or= LUI•IBER T.C. 2X1 No.2 19 SP O.C. 2x 1 1162 *19 SP Lie!) , 2X1 110.3 19 SP L OAOI IIC (PSF 1 L 0 TOP 30 15 0 10 SPAC)IIG : 211' 0.C. BOT1011 COMMON JACKS 5 -5 -0 IPI-92 Cr•I1. 55c6C -91 SIR. 1 1CR. I 33 OR Am 'JY 1 - I /01 CIiECECO UY : JAI VCR. S °IRCSS: 111) 2 2 3X1 2X3 5 9-10-12 COI'-.NER JACK • OPTION/ vE R T. 1-5-0 G= L=—J HIT ?l' InJusIrles Inc. 1 /0" CORNER SE PART S AL ROOF LAYOUT 1!.. In )1‘ L ,AX. c: CORIILR JAI:': - -- C01-(l JAL:r IT 1'P )-- -∎ 3 2X 3 DOUBLE OE\'EL CUT AT THE IE 1 111) 0I TOP ANO 1.30T 1 011 CI 101',U5. 1, 10-D II /,1[.'.; (•‘: 1•1 I ..I..J I3GS[f / / %ii ( " u > ((1;.l(�(1: • r..II•Iro�•i•J 4 �k1 � } \[(�J 1111;. 1- f 1oint. Spans up to ; ./ • - :.30' 0 x'6 42'0" . _A 3x4 3x5 . 4x5 - B 5x4 5x6 5x6 C 2x3 2x3 2x4 D 5x4 5x6 5x6 _ Web Bracing Chart Web Length Rcating .RTq' d To 4 7a" No Bracing To £=c ' • ._ 2,4T -Brace e■ane grade and length as web) attach id/8d . ..nails18" c.c. 11 1 1 11 1 !MI . 11 111 itgli [NI!! half uqpi ,..„, 04bi 441 P „„. ; 1 11 1 ! Pi Back . Lumber Chords: 2x4 1 2 So. Pine Webs: 2x4 / 3 S3. Pine 0: Use 3xb nail on plates on each face w /6d, 1 1/2" long, 11 gage Nails per pla e,as e1- ,-> -6 ,jo'rrt "e '- o" : yR p_ LCflIHG (FSF) TCP LIVE- TCP DEAD BOTTOM 0 r�T,I 2x4 continous, bracing spaced at 2'0" p.c.' ma. -. Attach to top or bottom. chord of supporting`:truss with 2 -10d 'nails each. 6mac109 4. b!. .1Nn :Ci- a 4 ersct • c, ."1i1 c.r4 re /td 61 ?t'OJ eG{ P. U Ace. - !)r GrU(1 4 ±. SCALE N.A. ' A SPACING 24 " 0.C TFi'�5 DSGA CFTT P:rc H .l3 f% E Std IRS D 1111'• . Jam- 2x37Yg bL ALLC1 AEL E STRESS f T37 AT, - Pr f /Al_._ K l INC. 33 X El Q, . 24 C004-1U B 2'-o" C.G. 42'-C P! cP I'J . li vz 3 TC C.!'attO r ip . �, �l I fZJiJ DESIGNED 6Y k CHECKED EY '.DA E . t2: -T8i! DRk # • DSEN. FEDUEST # CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Su rnmary S heet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, buildincl contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engine -er's design specification for handling, installing and bracing wood trusses for a parti • ularroof orfloor. These recommendations are based upon the collective experie.' :e of leading technical This safety alert symbol is usec to attract your attention! PERSONAL SAFETY IS !: % VOLVED! When you see this symbol BECOME Al.ERT - HEED ITS MESSAGE. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood. Trusses, HIB -91" from the Truss Plate Institute. TRUSS STORAGE Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do oot break banding until installa- tion begins or Ii!' bundled trusses by the bands. WARNING: Do trot use damage::; trusses. Frame 1 DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result In serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition wherefailuretofollow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no Tess than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on- center or Tess. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line Spreader Bar Spreader Bar Toe In — A • d r tr truss of bracdd g ,oup of trusssa 60° / or less Approximately '/z truss length Toe In nd brace (EB)• Ground brace lateral (LBG,) Truss spans less than 30'. thp.. IOW imam Approximately Ys to YJ truss len • th Less than or equal to 60' Approximately '/s to 3'i truss length Less than or equal to 60' 2nd floor or less I I Approximately '/z truss length Toe In Tag Line Tag Line Toe In GROUND BRACING:BUILDING INTERIOR r and brace ivertical (GBV) Grourd brace - diagor (GBp) Note: 2nd floor system eh311 have adequate capacity to support ground `braces. l!' MECHANICAL`:' INSTALLATION" Lifting devices should be connected to the truss lop chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line /Top Chord Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Ground brace diagonals (GB0) Backup ground stake Tag Line At or above t mid - height Tag Line Strongback/ SpreaderBar Driven ground atakea =/ Strongback/ SpreaderBar CAUTION: Ground bracing required for all installations. Approxima ely 35 10' /a truss length Greater than 60' CAUTION: Temporary bracing shown In this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement ,is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. Typical vertical attachment ' 0 ; y Strut (Si) 10' 10' 10' Approximately I IJ 1/2 to 3'4 truss length ' Greater than 60' GROUND BRACING: BUILDING EXTERIOR • Typical horizontal tie member with multiple Maker; (HT) i End Wall Side Plan r , Blocking Ground Bruce Vcrlicals GBV) Ground brace \, trues of braced latera(L80) group oftrueaea - End brace (EB) SPAN MINIMUM PITCH DIFFERENCE TOP CHORD . , LATERAL BRACE SPACING(LB - TOP CHORD'.r; ,:- DIAGONAL - BRACE SPACING (DB).:: [ #' trusses]; SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer SPAN MINIMUM PITCH. - - TOP CHORD 'LATERAL BRACE SPACING LB (, s) • TOP CHORD DIAGONAL BRACE SPACING (DB5) [# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle toyetherand ca use collapae tither° is no diago- nal bracing. Diagonal bracing ahould be nailed to the underbid° or the lop chord when purling are attached to the topside of the top chord. 12 4 or greater • WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings, DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace - Required 10" or Greater 1 Attachment Required — DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 5 12 SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace ^. Required —� ?� � 10` or Greater Attachment , Required —/ 1 PITCHED TRUSS Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside 01 the top chord. SCISSORS TRUSS SPAN • MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP/DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer 12 -- I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. C 0 •0 Permanent continuous lateral bracing as specified by the truss engineering. 0 0 Frame 4 DF - Douglas Flr -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB T.N CHORD DIAGONAL BRACE SPACING ((Ail (# trusses] S1 /DF SPF /HF Up to 32' 30" a' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 _ Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir Li The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two . trusses. End diagonals are 'essential for stability and must be duplicated both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse if there it no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous — Top Chord Lateral Brace I— 112- - Required - I _ 10" or Greate Attachment Required " 30" or ¢ greater 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can bucl.le togetherand cause collapse if there isnodiay.t- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. 1 '% -, / - ' / �� 0 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. All lateral braces lapped — at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Create' Attachment Required — 3 • Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPA (DBs) (;/ trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -j/ 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' On) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(h) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buck!_ tegelherand cause collapse it there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. LMONO TRUSS ■ Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. PLUMB SP - Southern Pine SPF - Spl uce- Pine -Fir Lesser of D /50 or 2" Plumb Line N WARNING: Fair! ire to follow these recommendations could result in severe persona injury or damage to trusses or buildings. OUT -OF -PLUMB INSTALLATION TOLERANCES. Continuous Top Chord Lateral Brace Required — 10' or Greater WARNING: Do not cut trust 1 :s. INSTALLATION TOLERANCES ±y� # Frame 6 L(in) 12 3or greater N 6 ' / /<B Length L(in) Lesser of L/200 or 2" L(in) All lateral braces lapped at least 2 trusses. BOW OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 558 NE 96th. Street CITY STATE ZIP CODE Miami Shores Fl. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LI—I ft.(m) 1 I Iin•(cm) LJ above or L below (check one) the highest adjacent grade. E3. For Building. Diagrams 6 - with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LLI ft•(m) lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes LI No I I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS Elevation of center line of road fronting the property: 8.05 feet G4. PERMIT NUMBER COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) For ft surance Company Use: Policy Number • Company NAIC Number 1 -1 Check here if attachments 1 1 Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. II The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.1_1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3.1_1 The following intormation (Items G4 - G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for 1 I New Construction I 1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum: 1_1 Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME David Kanchen BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 558 NE 96th. Street CITY Miami Shores STATE 1.1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential (OPTIONAL) ( ##° - ##' - ##.##" or ##.#### # °) HORIZONTAL DATUM: LI NAD 1927 1_1 NAD 1983 This certification is to be signed and sealed by a land surveyor, engi I certify that the information in Sectirns A, 8, and C on this certificate 1 understand that any false statement may be punishable CERTIFIER'S NAME Lazaro D. Alonso TITLE Professional Surveyor and Mapper (P.S.M.) ADDRESS 147 Alh Circle #241 SIGNATURE PO FEMA Form 8 if AUG 99 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER + B2. COUNTY NAME Miami Shores 120652 ( Dade SECTION D - SURVEYOR, ENGINE COMP P ANY NAME UNITEC SURVEYING,INC. O.M.B. No. 3067 -0077 Expires July 31, 2002 83. STATE ZIP CODE SOURCE: IJ GPS (Type): LI USGS Quad Map IJ Other: B10 Indi cate the source o th e Base Floo E levation (BFE) data or base flood depth entered in B9. 1J FIS Profile 1 _XI FIRM 1J Community Determined 1J Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: iJ NGVD 1929 1J NAVD 1988 1J Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L� Yes LA No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I (Construction Drawings* I Building Under Construction* 1JFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AH, AR/A0 Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1I Yes JCS No ❑ a) Top of bottom floor (including basement or enclosure) 10 .88 ft.(m) O b) Top of next higher floor (SEE COMMENTS) N/A ft- (m) O c) Bottom of lowest horizontal structural member (V zones only) N/A . fl.(m) 2 ❑ d) garage (top of slab ) ara e Attached to s \ CD 8 .52 ft .(m) 2 CI e) Lowest elevation of machinery and /or equipment w 2 � j� �. servicing the building Air Conditioner Unit (slab) r g . 66ft.(m) F l 0 O f) Lowest adjacent grade (LAG) Yom , ', 8 1 it ) Z m ID g) Highest adjacent grade (HAG) w o) Lazaro tY > 2 ; m O h) No. of permanent openings (flood vents) within 1 ft. above adja 8 O i) Total area - .4 all permanent openings (flooci vents) in C3h Alonso,P.S.M. Land Surveyor No. 3590 State of Florida y law to certify elevation information. effo ; to interpret the data available. by fine or im • rr . nn`teci y und . r 18 U., Code, Section 1001. LICENSE NUMBER 3590 CITY Cora1 Gables STATE ZIP CODE 3134 DATE : April 24,2003 TELEPHONE (305) 448 -9488 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS B4. MAP AND PANEL NUMBER 0093 B5. SUFFIX J B6. FIRM INDEX DATE 07/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03/02/94 88. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME David Kanchen BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 558 NE 96th. Street CITY Miami Shores STATE 1.1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential (OPTIONAL) ( ##° - ##' - ##.##" or ##.#### # °) HORIZONTAL DATUM: LI NAD 1927 1_1 NAD 1983 This certification is to be signed and sealed by a land surveyor, engi I certify that the information in Sectirns A, 8, and C on this certificate 1 understand that any false statement may be punishable CERTIFIER'S NAME Lazaro D. Alonso TITLE Professional Surveyor and Mapper (P.S.M.) ADDRESS 147 Alh Circle #241 SIGNATURE PO FEMA Form 8 if AUG 99 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER + B2. COUNTY NAME Miami Shores 120652 ( Dade SECTION D - SURVEYOR, ENGINE COMP P ANY NAME UNITEC SURVEYING,INC. O.M.B. No. 3067 -0077 Expires July 31, 2002 83. STATE ZIP CODE SOURCE: IJ GPS (Type): LI USGS Quad Map IJ Other: B10 Indi cate the source o th e Base Floo E levation (BFE) data or base flood depth entered in B9. 1J FIS Profile 1 _XI FIRM 1J Community Determined 1J Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: iJ NGVD 1929 1J NAVD 1988 1J Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L� Yes LA No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I (Construction Drawings* I Building Under Construction* 1JFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AH, AR/A0 Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1I Yes JCS No ❑ a) Top of bottom floor (including basement or enclosure) 10 .88 ft.(m) O b) Top of next higher floor (SEE COMMENTS) N/A ft- (m) O c) Bottom of lowest horizontal structural member (V zones only) N/A . fl.(m) 2 ❑ d) garage (top of slab ) ara e Attached to s \ CD 8 .52 ft .(m) 2 CI e) Lowest elevation of machinery and /or equipment w 2 � j� �. servicing the building Air Conditioner Unit (slab) r g . 66ft.(m) F l 0 O f) Lowest adjacent grade (LAG) Yom , ', 8 1 it ) Z m ID g) Highest adjacent grade (HAG) w o) Lazaro tY > 2 ; m O h) No. of permanent openings (flood vents) within 1 ft. above adja 8 O i) Total area - .4 all permanent openings (flooci vents) in C3h Alonso,P.S.M. Land Surveyor No. 3590 State of Florida y law to certify elevation information. effo ; to interpret the data available. by fine or im • rr . nn`teci y und . r 18 U., Code, Section 1001. LICENSE NUMBER 3590 CITY Cora1 Gables STATE ZIP CODE 3134 DATE : April 24,2003 TELEPHONE (305) 448 -9488 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 "J Building Inspection Request Date I Time Type Insp'n J Yu se s. Permit No. V P 203 IOO Name v0" - Address r6S 8' Na eI G S+ Company c1-0 Ni �Z Phone # For Inspector: gal I I Approved Correction Re- Insp'n Fee Name & Date v43 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a Time TypeInsp'n TYUSSPS Permit No. 6P 63 "la) . Name tl 1 0 4 2 in` - Address 5S ' F Approved Correction Re- Insp'n Fee Company CI) 1■ Phone # For Inspector: 01 I Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buijding Inspection Request '4 , ' Dateta 11 Time Type Insp'n / a GPi i n Permit No. 6P 2X J- / Name Address SS 6 NE. 1 c 571 Approved Correction Re- Insp'n Fee Company Phone # For Inspector: )110— Name & Date For Inspector: Approved 305- 795 -2204 Bui ding Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT b Date g I\ n i Time Type Insp'n ! v Cit h Permit No. P) P 02003 ` l Name c 4 L L n/ Address J S O N % I t0 S4 Company Phone # Correction Re- Insp'n Fee ❑ Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 161 1 `i Type Insp'n T €. 6R-rr1 Permit No. 9 O - 15U Name k—i ;C en Address 553 PE 90 Si- compan Ue ' Phone # For Inspector: 1 D I 1 S Name & Date Approved Correction Re- Insp'n Fee Time I q 9 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request rr Date �V J 1 q Time Type Insp'n Y C= C-1'r1 Permit No. P gsOo` 1 bU Name tk1'rp\ /� Address 553. f" E 9 (O s 4- Compan oam Phone # For Inspector: Iv I l S Name & Date Approved Correction Re- Insp'n Fee � <<ic1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT (l') 305- 795 -2204 Building Inspection Request Date I " 21 3 Time Type Insp'n Permit No. 6 1 .0 3 - - 7 00 Name v\ I Vi(d ,kiZAA ' Address SS MC qt9 iDT Company Phone # s(85' Of I — For Inspector: ( P 10 22 ' Q3 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE `) BUILDING DEPARTMENT (Y) 305- 795 -2204 Building Inspection Request Date iO 21 - ° Time Type Insp'n Permit No. !J P 0 3- - 700 Name k ova • Address SSi At '1�0 ebT Company i Phone# ,5oS 85' o`iIas- For Inspector: ira P (U' 22 • V3 Name & Date Approved Correction Re- Insp'n Fee Dat Type Insp'n Permit No. Name MIAMI SHORES VILLAGE 0 BUILDING DEPARTMENT tl 305- 795 -2204 Building Inspection Request Address Company Phon e s ' O — S^ Y1 For Inspector:I 1 l 1)3 - Name & Date Approved Correction Re-Insp'n Fee ❑ Time Company t A c Phone #�� S Es- O 1 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE 0 BUILDING :DEPARTMENT �(_) 305- 795 -2204 Building ) Inspection Request Date/ ) -/ Time Type Insp'n Permit No. ( V 3' - 0 0 Name - '' `� -n Address ;7 ' 1 \ -. F - , l� . � / V For Inspector: 1`" C (� } f> Name & Date j p J91t- dp MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 k-\" Building Inspection Request Date Type Insp'n e VkoGri) 19 T Doa) . Permit No. k_1-- .1 I , Name o(2 03 Address SSA% NE % + Company ()( O N k Phone # For Inspector:II I Approved Correction Re- Insp'n Fee Time Name & Date MIAMI SHORES VILLAGE BUILDING' DEPARTMENT 305- 795 -2204 Building Inspection Request Date l J I I b h Time TypeInsp'n C SlCori4nia ► 11U, b c4. Permit No. Ld0-� fl . '- Name OP 03- 7 Ov Address S Nf %I.1+ Company 02_0 ` Phone # For Inspector:1 1 I i1 Approved Connection Re- Insp'n Fee Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 1 7 \ Building Inspection Request �` Date IO I O c Time Type Insp'n FOOA ing Permit No. ileaLta0a 03 00 Name - fei•Q • DQ V Id , Address 5 S 8 / ", q`a Company /, (( '' Phone # (065- V cl For Inspector: X 0 I ( 0 Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 \ Building Inspection Request \.. 7 E Date IC) U Time ,Type Insp'n Fo Permit No. - ` 06 Name I 11Ct"Qfl. DOVIC1. Address > 5 X NE WO 5 Company �( Phone # (063 V '"I I For Inspector: ‘ 01 1 D, Name & Date ) Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT l7 305- 795 -2204 /�, Building Inspection Request `\' Date 120) Time Type Insp'n JkQtFIn — rross lOODC/ Permit No. n a G3 7W Name 01 ,- 4 S l Address S J t q 2 S� Company ogo N 1 Phone # For Inspector: Name & Date Approved ❑ Correction Y Re- Insp'n Fee ❑ cile.4,44 - 5/.e. A-e 3 a ��fJ MIAMI uORES VILLAGE BUILDING - 6A R 305 -7 Building Inspection tc quest Date Type [nsp' n V■0 /O 4 Permit No. SP ) 9 40 Name F--S ^ C Address 55 U tjv q' S4 Compan Phone # Inspection Date Approved Con Re- Insp'n Fee - 4Coco 4 MIAMI SHORES E BUILDING DEPA 12. NT 305-795 - Building Inspection ' , . uest c Type Insp'n 1 'C 2co Permit No. BP oOci2 7 1 9 40 Name 1 Address 55 g L Company c i2„ -' Date Phone # Inspection Date Approved Correction Re- Insp'n Fee a. No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 41 -45 71 -75 91 -95 6 -10 26 -30 46 -55 76 -80 96 -100 11 -15 31 -35 56 -60 81 -85 101 -110 16 -20 36 -40 65 -70 86 -90 111 -200 esting Engineeri�� onsulttng, Inc. OWNER: David Kinches CONTRACTOR: All In One ROOFING SQUARES: 5 TILE TYPE: Altusa Spanish "S" Clay CONTACT PERSON: Rolando Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Voice: 305.256.4550 Building Solutions For The Constructio ustry 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS-106 PROPERTY ADDRESS: 558 N.E. 96 Street PERMIT No: BP2003 -1940 Front Existing Roof Test Tabulation 5 PCA No: ROOF PITCH: 3:12 INSPECTION DATE: TEST DATE: 1/29/04 JOB NUMBER: Lab Report No. 04- 010228 Certificate No.02- 0501.06 Required Testing Force: 35 Ibs FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS106. "ROOF SKETCH" • North loridatec.net Fax: 1.866.333.6988 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date12fr7 3 Type Insp'n Permit N Name Address Comp, Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VII314AGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2 )1 ) 0; Type Insp'n Permit Np.�� Name / Jl n' /_ `) n 1 Address SS i ° J c • I l7 ) , Compsn 9% , l / P) 0 Phone # 7 Inspection Date /2 / / D3 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date , v`1 Type Insp'n �nO (P—OCYP Permit No. (3? l 44O Name )1 0 KQ Address SS ig NE— c t Co Company Phone # Inspection Date 120104 Approved . ❑ Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VIII AGE 5 g BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date \ I Type Insp' n 1 j `Ci' OCM Permit No. e-F-,p • , ci Li V Name T)) O I e Address S b Nk ( 1 Company D( C 'Phone # Inspection Date Approved Correction Re- Insp'n Fee c cc YJie MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date X0 � ` 10 . Type Insp'n " 'C T � 1n ��� c-i Permit No. 6P-201s5 SKS Name \C-A l Address SSW NE q5-1 Company ORO ' t Phone # Inspection Date I -IC 1 Approved Correction Re- Insp'n Fee SHORES 3g5 MIAMI SHORES VILLAGE BUILDING DEPARTMENT - 305495 -2204 Building Inspection Request Date 1p 3c 2 Type Insp'n?" ; 1 tirwdoc Permit No. 61" 20U5 Name 1 0 WO Address S5 NE 9051 Company ORO Iv 1 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT ' 305- 795 -2204 Building Inspection Request Date 1 - f a`O- Type Insp'n fito f 1`"[v Permit No. 6P) - t "'I` Name -� V �j n - Address SS �� I & PS-1‘ S� A ' Company O ae og-�J � 1 �' Phone # Inspection Date (a p3 Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VIELAGE BUILDING DEPARTMENT 305- 795 -2204 � Building Inspection Request 7 Date Type Insp'n Hof c P Permit No. 3P D- `` i1O Name tcAfCf Address SS 1Qa. I U 0 �1� � ( Company P II (Z l) r ■c, oro N Phone # Inspection Date !a ) Approved Correction Re- Insp'n Fee Miami Shores Village REd NNE) 1 Building Department DES n V103 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) - DA''t kn JC14E4 Owner's Address 558 aE all 4,-re-E61 City (N,A+u SuvaEs State FL- Tenant/Lessee Name — Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated Contractor's Address City 1</�aNti Qualifier Epp i E $ Value of Work For this Permit County Escrow Fee $ j t , 2 0 vt Education/Training Fee $ Zip sss NE Qc, (iarkta . County Miami -Dade YES NO X Contractor's Company Name Au - Z,t - Or'ti '''acoioGibai SCOAACL3 Phone /1011° ivw (o dou -f . State FL . 4 Zdoo Number of: Bays N10- ' Stories 1 Type of Work: Addition ❑Alteration Describe Work: ■ew ►& 0)E2 New Abai - r<164>rD / de-9O No7 , - ePP Families :New Permit No. , 03— Master Permit No. 2 'o3- '° Mechanical Cnoofing Phone # Zip Zip 33/6 7/ . Permit Fee $ t 5o Notary $ Tech $ vi ' Scanning $ 3 Struct. $ 601 , - c45 -o111 Bedrooms ❑ Repair/Replace 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) . Phone # Architect/Engineer's Address Square Footage Of Work: 360 SQ V? prac.y -r =4-41.1.3116 30 "7/^-1 - 6- 4.7 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i.� ,r.. Baths ❑ Demolition Radon $ Code Enforcement $ Bond $ Minus Plans Check Fee $ 5 Total Fee Now Due $ (Continued on opposite side) 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 tin The foregoin: instrument as acknowledged before me this 6 'e 20 D3, by day of Chc 10/02/03 APPLICATION APPROVED BY: ntractor The foregoing instrument was acknowledged before me thi day of - 7)Er e'" b 2O 03 , by who is personally known to m - • r who has produced who is personally known to i e or who h ►roduced j As id - cation and who did take an oath. as ide 1 I 'cation an • ho did take an oath. 1 NOT • Y • gi NOTARY PUB Sign: i // / ' ° Sign: / /21 I Print: Print:. • State Certificate or Registration No. Certificate of Competency No. Nancy Commi �, Iglesias anCy Iglesias �Y My Commi , , �• _�mmiss3om # DD117024 :2 ' Y • - On # DD337O24 " ' 'nP,. . ... Atlantic EondingCo..Tac. (Certificate of Competency Holder) �� '', O Ff� d Q` � Atlanti Bonded Thrn *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *r ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEC 1 5 2003 Plans Examiner Engineer Zoning Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 - Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,Iy, 1.2.3.4.5,6,7 - Metal Roofs A,B,D 1,2,3,4,5,6,7 .. Wood Shingles and Shakes A,B,D •.. 1,2,4,5,6,7 • Other As Applicable �' 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description • Specific System Limitations General Limitations Applicable Detail Drawings . 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Com • onent Notice of Acce • tances 5. Munici•al Permit A• slication 6. Owners Notification for Roofin • Consi - ; i . +,,,` - oofin • Onl 7. Any Required Roof Testing /Calculati :,u t ::- nt `on Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form, . INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS O F THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: \ s Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles Pir New Roof ❑ Re- Roofing ❑ Recovering 9 ❑Repair ❑Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ato0 so. P'` • 3(4-0 542. P1 • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of naraoets. ... Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information 1 . � { ... j • , • ; 1 �I '5F2 3 - 7t 4rocess No. ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles (1.)1. -- - 1 4 1 - --1 4. • ❑ Prescriptive BUR -RAS 150 ROOF TYPE Section B (Roof Plan \Li srMor Mortar /Adhesive Sot Tile ❑ Wood Shingles /Shakes_ T .+--- ._- _' .. r � ' i - : r. l y.._ r ..r 1. ..........7.........L........ • 1 I ... .._ 1 � y. — L t :....:±: ...L. ,__1.. . . .j - T.« - • ! - T.�. - - . i 1 . . ... r__._ .... i r - .. .. : -T —. ,t -- • Section C (Low Sic; Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. NOA No Design Wind Pressures, From RAS 128 or Calculations: Prnaxl: Pmt' 2 •_ Prrax ?• Max. Design Pressure. From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Florida Building Code High Velocity Hurricane Zone Uniform Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: ; :.:heC!(s) �t Piy(s). Pty Sheet Fastener/Bonding Material: Top Pty: Top Ply Fastener / Bonding Material: Surfacing: Edition 2002 Permit Application Form. r ed Roof System Fastener Spacing for Anchor /Base Sheet Attachment Field: ".oc @ Lap. # Rows @ "oc Perimeter: " oc © Lap, # Rows _ @ " oc Corner. ' oc © Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Illustrate Components Noted and Details asjApplicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Copspg, Etc. • Indicate: Mean Roof Height, Parapet Height, Height .of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing'' or Submit ManufacTurers Details that Comply with RAS 111 and Chapter 16. Corner 1` FT,'- • Parapet Heioht Mean r.t Height of Slope: 12 . Roof System Manufacturer: Notice of Acceptance Number: Ridge Ventilation? O Acettdf1P.t5 - ��� �•�ue eattion 2002 Hi .h Veloci Hurricane Zone Uniform Permit A.plication Form. Section D Stee Slo• ed Roof S stem • t Mean Roof Height: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7•GQ P2: 22, L/ P3 Maximum Design Pressure From the NOA S • ecific S stem : Method of tile attachment: Srti Stee• Slo. ed Roof S stem Descri .tion Deck Type: 6 / '' Pii. u.. - 'pot) ype Underlayment: f I Insulation: Fire Barrier: 2. Z� ._ ArS-(4 2 -24, — r e J -/k3e>, gig - O ype Cap Sheet. Roof Covering: N �A Type & Size Drip dge: Fastener Type & Spacing:1 I 11) .e. (ow 415167"" AdhasivP TYpc :. 4 d14- comma 7i 3 �• f 24 6 h A. • (Pt: (Pa: • outluing Code Edition High Vet= Hurricane Zone Uniform Permit Appl20 tion Form. Section E tTile Calculations :For Moment based tile systems, choose either Method 1 or 2. Compared M the values from M If the Mr values are greater than oo e d the halue values, for each area of the roof, then the tile attachment method is acceptable. a Mr 1 "Moment Based Tile Calculations Per RAS 127" • P2; A = _132p -11Ig: c'35 h = • . X • Z? . — Z7, — Mg: 3 = I`' N OA bIr ----� 00. •—. x � .Z7 a ° � — ) — Mg: S•35 = lI r NOA )ti1 - 4d - ° 1 n - -- Zf NOA Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA M *%lust be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. by For Uplift based tile systems use Method 3. Compared the values for Ft. vith te values for F If the F' values are greater than or equal to the F, values, k each area of the roof, then the tile attachment method is acceptable. , r e:: Method 3 "Uplift Based Tile Calculations Per = x w: =.____) — NY: x cos B.• RAS 127" s w: _ ) _ W: z cos B. _ F " NOA F' _ x „:_ )—W: x t:os 8 — FR. NOA F' = Fr,: NOA F' Where to Obtain Information rl: x1: Descri • tion la length ws width Roof Slope Aerod atnic Mul her Restorin Moment due to Gr vi Attachment Resis tance Re • aired Moment Resistance bl inimumAttachment Resistance R • uired U. HE Resistance Aver Tile Weisht Tile Dimensions Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA All calculations must be submitted t , the BuiWine Otticial at the time of ermit 3 (iceman. S mbol n-s;gn Pressure PI or Mean Roof P2 or P3 by a n RAS 127 Table 1 or b engineering to find �e . _ 7 €analysis prepared by. PE based en 1-SC.' • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor t6 provide the owner with the required roofing permit, and to explain to the owner the content of this section.. TJte provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been • lained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. • vner en 's Signature CA DOCt 'dlt•ntmp•LOCALS-PT....OLCTION t3 &d... Date De m.2. Renailing 'Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). De s.43. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. MIL 4 . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. t 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. D K 6. Overtlow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge ge i overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers accordancewvith the Florida Building Code, Plumbing. lg._ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the shall not be interior of the structural assembly (the building itself). The existing c s life of the reduced. It may be beneficial to consider additional ventin which hi h can result in extending the roof. or's Signature • , • , 44/21403 HON 11':54 FAX $54 578 1042 MIAM PRO 1PU �T c�rr�. 1'lc a_,CrPT;A, Polyfo:Im Products, Inc. 2400 Spring-Stucbnor Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOM) oF; Two Component Polyurethcne foam Adhesive under Chapter 8 of the Codc oCMiemi -Dade County goveining the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code CompU (nee Office (DCCO), under the conditions specified he rein, ThiS NOA shall not be valid after the expiration data stated below_ BCCO reserves the right to secure this Product or material at any time From a jobsite or rnanufacrurcr's plant for quality control testing. If'this product or material fails to perform in the approved manner. BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails, to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manu1 cturcr. ACCEPTANCE NO.; 01- 0$ ;I,02 EXPIRES: asit0rzo06 • Raul Rodriguez Chief Product Control Division THIS IS C V RSH T1 4 T $ F Al�nl" PAGES_E0k SPECIPfc y:ENFEAL CONDITIONS 13UiLDt1vG CODE Se ritbDUCrUICVT51N COMIMME. This application for Product Approval has been Code and Product Review Committee to be used forth above. APPROVED: II4/14/ 01 POLYPOAII PRODUCTS, INC . • reviewed by the BCCO and approved by the wilding it) Miami-Dade County, Florida under the conditions set 1 b0 , 1500011pe2000\krrpbcaslnedeo accapnftte coyer potcdec d 9 LZ IEbZ l l5 'ON /0£: l l '1S /OS: l l SON lZ S (3n1) MIAMI - DADS COUNTY, FLORIDA METRO - OADE FLAGLER BUILDING BUILolNC CODE` COMPLIANCE Opp MGTRG.OADB n,AGLER BUILDING 140 w1:5T I't, AGtrER STREET. SUITE 1603 M11 M {, RI.ORt1M 33130 -1SG7 (30S) 395.3901 FAX C305)3754.008 CONTRACTOR r.rCENSINO SRCTION (305)375.2$27 FAX (305) 375.2555 CONTRACTOR ENFORCE \I (2051373 -296& FAX 00X ) 375 -:94311 PRODUCT CONTROL D I VISLOH (305 }37S -2902 FAX pen 373.4332 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliant= Or ir.Y • 1, WOUd goo:: 64/11/03 YON 1154 FAX 954 578 1042 r . ROOFING ASSEMBLY APPROVAL Catct or v: Roofing 'q____CategQrv: Roof Tile Adhesive Materials: 2. PRODUCT DESCRIPTION Manufactured by An pli�e, Pn lypro4D Ai4160 Foam pro4l> RTF 1000 Strength Tensile Strength water Absorption Moisture Vapor Transmission Dimensional 5iability Polyurethane ProPack®30 $ 100 N/A 21 Typical Physical Properties: Density ASTM D 1622 Compressive ASTM D 1 621 ASTM D 1623 ASTM D2127 ASTM E 96 ASTM D '2126 d 912.102 119 0N/02: 11 '1S /IE: t I E003 ? Z 5 (3n1) POLPIOAIt PRODUOTS.INC. • i l fsilyisat c hint ACCEPTANCE No. :• 01- 0521.02 J. SCOPE This approves Polypnya All 160 as manutacturtd by Pelytoam Products, Inc. as. described in 2 of this Notice of Acceptance. For the lacatianstwhere the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard I2AS 127, for use with approved Ant low; and high profile reef tiles system using Polypro® All 160. Where the attachment calculations are done as zt moment based system for single patty placement, and as an uplift bt}sed system for double patty systems I , Teat Sneemeatinns PA 101 2.1 Components or products manufactured by ethers: Any Miami-Dade County Product Control Accepted 1 oofTilc AFsembly paving a current NOA which list uplift resistance values with the use of Polypro All 160 roof the adhesive. Approval Date: ,140 I4 ;O01 Exp■ration Onto: M 0J006 k Product Dasfrjotjp4 Two component polyurethane . ntispensiag Equipment Dispensing Equipment 1t.4 1.6 Ibs:Jtt' .1 S . PS1'Parallei to rise I PS1 :P rpandievtar to es. 2I PSI Parallel to rise 0.08 Lbs.fFt 3.1 Perin / melt ;O.07% Volu ua Change a -40° F.. weeks 46.0% Volume Chan Numiclity. 2 weeks • Frank Zulanga, RRC Product Control Examiner 1 l9VV VV! V J 8603 . 04/21/03 YON 11:66 FAX 054 678 1042 Flu l'P4 :tint Er9duct. Note: Thd physical properties Iisted a Dove are presented us typical overage velu0s ELs determined by . ncccpted ASTM test methods and :ire subject to normal manufacturing variation_ . 3. LIMITATIONS i . ' 3.1. Fire classification is not part of tlji8 acceptance. Refer to the Prepnrcd Roof Tile Asrombly for lire rating, 1 3.2 Polypro® A11160 shall s=olely be u scd ; w i th Rat, low. & high tile profiles. 3.3 Minimum undcrlayiiients shall be in compliance with the Roofing Application Standard RAS 120. . 3.4 Aoof Tile manufactures acquiring acceptance for the use o A1-1.160 roof the adhesive with their the assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tilt adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein_ 4, INS' . . 4.1 Polyproel AH160'm be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® Al-1160. 4.2 Polypro® AN160 shall be applied in Compliance with the Component Application section and the corresponding Placement Details noted herein.. The roof the assembly's adltesivc.attachmcnt with ehe use of Polypro® A1-I160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed Ilir, uplift resistance determined In compllahcc with Mlami - bade County Rooting Application Standards RAS 127. The adhoslye attachment data is noted in the roof tile assembly NOA . ' 4.3 Polypro® AH 160 roof the adhesive and its components shall be installed in aaoordanoo with. Roof c r� accue.tatd Res3 1201 and t; otyfbam Products, Inc. Polypro® AH160 Operating instruction and Maintenance Booklet. . ' 4.4 installation must be by a Factory Trained 'Qualified Applicatos'.approved and licongod by Polytoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdicion. 4.S Calibration of the Foampro® dispensing equipment is required fcforc application of any adhesive. The mix ratio between the 'A" component and the "B" component shall be maintained between 1.0 - 1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0,15 pounds per tile as determined at calibration, No other settings . shall be approved. • 1 4.6 Polypro4:0 AI-1160 shall be applied with Fo4inpro R.TFL000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A11160 shall not be expose ' ermanentl sunit �P Y to S d 9111£bZ 115 'ON /OS: 1 1 '1S/ l£: 11 £003 to 9 (3(11) UMLNI VLU POLYPOAX PRODUCTS, INC. . 3 • ACCEPTANCE No.: 0'4 • Frank Zutona. RRC Product Control Examiner wo ad 004 Tale It Adhesive Placement Foe Each Generic Tile Profile TileProfile Plneet l+:at Detail _ Slagle Paddy Weight . Wu. (grams) ,:Two Paddy W«g,t t per paddy Min. (grants) Ftat, Low, High Profiles 11 I 3,5 N/A High Profile (2 piece Darrel) 0 I t ` _� l7 /side on cap and 34 /pan _ - , NI t Plat, �y C Plat, Low Hig il 1� #2 i 24 , N/A Flat, Low. High Profiles #3 ' ! It 0 a..uv... JUJUUUJ.j:.JU 04/2i/03 MON 11:51 FAX 954 5 75 1042 Polvfonm Products, roe_ • 4.8 Tiles must be adhered in Freshly applied .dhesive. Tile must beset within 2 to 3 minutes after Polyprolg AH 160 has been:dispensed. 4.9 Polyproe AN 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein, Each senate the profile requires the specific placement noted herein. S. LABELING • All Polypro® AFL160 containers shall comply with the Standard C'pndiiians listed herein. 6, BUILDING PERMIT REQUIREMENTS 6.i. As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. ti d EON 2.z 9 (3111) UKLHNUU POI.Y'FOA 1 PR0DIICTS, INC. ' • • ACCEPTANCE No. ; 01- 0521.02 u;J/ cJ7 0 S Prank zuloaga. RRC Product Control E miner VI oat U4 /7A /U:1 XUP1 11:66 FAX 964 573 1042 Polvfoani products, bygone Eris counasoir M sRyAaiu t,11i i d 9!!L£bZll' /0£:ll'1S /Z£: £OOZ LZ 5 (3f11) LJI \1�MI YLIJ POLYTOAX ?RODUCr'S f INC . ADHESIVE 1'L'ACEMENT DETAIL 1 SINCLE PATTY ACCEPTANCE No. OI- 0S2 _ 0 Hits tooayn atlas/re a►ilei 17 ki Ja !Pc" Ar W YAYchsI. MIStAn 1biOPool • ' f t1 �1 Y a **atShah" 1JSIr ` +� Tiw M{wlleW /� / I� . , r 40 1 1 0k \■—■ {NM wpm lib. `AMfAuesaiaarsea/ ' .. FP IIIPti TAR art WS ore iii. 0 *obi 5 YAUt bb/ 0J Il 000 lea u s ralCCMtr Crank Zuloaga, RRC Producc Courral Examiner woad • 0A/21/03 YON 11:158 PAX 9Z4 678 1042 Polyfoan) Products 9 d 91L L£tiZl L5 'ON /0£: l L '!S /Z£: L L £OOZ lZ S (3f11) Ur LNI VLU POLYFOgd . PRODUCTS . INC. • ADHESIVE PLACEMENT DCrM .2 SINGLE PATTY • ACCEPTANCE No. ; 04521.02 6 • • frank Zulnaga, RRC Product Concroi Examiner Wad e00? 01/21/0.1 MON 11:56 - FAR 954 578 1042 Potyfoam Products, Inc. Nall through Islamic cement P0LYF033[ PRODUCTS, INC. • • 1 ADl ESIVE PLACEMENT DETAIL 3 DOUBLE m rry ACCEPTANCE No, : 01- US2i.O2 r�Ut: etti ey goofs Y9tn. r3 In. Sing to paddy on under• lartol Sk a Paddy on top zif tila Slagle padts undartll. 7 {belv+4on tite) Poky ( under tile) Z d 90.1M119 'ON /O£: L L '1S /££: L L EON LZ 9 (3f11) 7 Nail Ihro4g■ plastic cement Undulayrnenl i Vogle paddy on top of Ole favi C oupe a In. :f kn4dfum abu paddy Ord COVrM only Single paddy under — Siepte Liddy betweca Ile 2M.r7in+pd ails we only Frank Zuloast. RILL Product . Control Examiner Fasc w.lauih eat Mature Dtfp edge ' fi /21 YON .1.1,68 ¶P $4 578. 1042 POLYFOAM P'ROAUCT$,INC. I'oiYl'Onen NrottUcrs, Ync• ACCEPTAN No. 01 - 05 ;I.02 • 1.. Rerretirat of this Acceptance (app ,:r I) shall be eonsidt. d acid cltc original submitted doccp»ic';trs, inch to trst.s,L 1Rcr y renewal application has bccn.(ilcd pportios data, ongitwering dooumgnts. Are no older than eight (8) years. 2, Any and all approvcd products : ::;!1 be perrn:utentty labeled with tlx: manufacturer's name, city, state, and the. folloi.vinb "Miami -Dade County Product Control Approvil ". or as specifically stttcd in the specific. of this AcccI7t2110c. 3 . Renewals of Acceptance will tux h : r„onsidercd it a- There has heen a change _Iut SoutJh.tlorida Building Code. ellitecittg the evaluation of this product and the product is i,, t compliance with the codo changes. b. The product is no logger thc. . „yL produce (identical) as the one originally approval. c- ft tile Aoceptance ltofth r d1 s5; xint complied With alf the rtxluin:nzcnts of this pt i ice, including the correct insu,,s =d1 oF tile product. d. The engineer who, originally preparoe, sigiwd and sled tlid rchuircd documentation initially submiucd. is na longer prac&ing the engineering profession, 4. Any revision or thane in the r ak'at+4...ts, use, and/or manufacture of t14. product or process shalt automatically bo cause .for cern'tin:.Y.ticn of this Acccptance, unIcss prior ytTitttat approval has been requested (through the tiling of a . r � +vision' application with apprepriato, fie) a d granted by this office. • S. Any CsF the following si at! also be ...:1,:'. For removal of t a .Cat ;ptancv ; s. Unsatisactory porfwntar,cc of this product or process. b.. Misuse of this Acccpta,lcc; 3bs an endorsC11100t Of an) product, 1br sales. advertising or any other purposes, . 6. The Notice of AeaePtance tw,nber prtIccdttl by the words heti nli -Dnde County,.1:lortda, and followed by the expiration date may be displayed in odvertisit'tl; ilterlture. If rely portion of the Notice of Acceptanco is displayed, been it 51141 €_,o done in its tattirety, . 7. A copy oFtlus Acceptance as well p,.5 :approvccl!drovi,tgs and other documents, where it applies, shall be provided to the user by tlic tna.m Atr..turer or its distributors and shalt b ov:,ilabic filer inspecti at the job site at aft time. Teengineer nccci not reseal the topics. 8. Failure to comply with any settiar. KZ 's'i9i.0 tz Accepnec sh;tfi be cause for tenninatien and removal of. ' Acccptanco, , 9. This Notice of Accoptattac consists ' F pages 1 through 8, END 0i,' THIS ACCEPTANCE • 8 d 9!L3 l lS 'ON /0£; [I '1S /£U L L £OOZ 1Z 9 (Affil) Fruit.- 2ttloaba. RflC Product Control Examiner r u i C. JAIOU Igo M 1 * M MDADE MIR 11U11.U1tNG CODir COMPLIANCE OFFICE (BCCO) PKODUCI' CONTROL, DIVISION • NOTICE OF ACCEPTANCE (NOA) Lttdrflcra Mcicndcz S.A. 269 Coral Wood Ct. Kissimmee, FL 34743 MLAMb)M)E COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST F 1.AGl,F.It STREWN. SUI'1'M: 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305)375.200S SCOPE: This NOA is being issued under thc applicable rules and regulations governing the use of construction materials. Thc documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid. after thc expiration date stated below. The BCCO (in Miami Dade County) and/or"thc AHJ (in areas other than Miami Dadc 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,'tlte manufacturer will incur the expense of such testing and the AH-iJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if it is determined by BCCO that this product or material fails to mcct the requirements of thc applicable building code. This product is approved as described hcrcin, and has been designed w comply with the South Florida Building Code, 1994 Edition for Miami-Dade County or Florida Building Code, DESCRIPTION: Santa Maria Spanish "S" RENEWAL of this NOA shall bc considered after a renewal application has been filed and there has been no - change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or Witten: has been a revision or change in the materials, use, and/or manuCacture of thc 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 bc cause for termination and removal of NOA. d 8091£ti311S'ON/8£:91'1S/6£ :91 £00Z t Z (Idi) NOA No.: 01- 0521.01 Explratlun Date: 10/18/06 Approval Date: 10/18/01 Page 1 of 4 • ADVERTISEMENT: The NOA number preceded by the words Miami - Dadc County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doljc in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. Thc submitted documentation was reviewed by Frank Zuloaga, RRC 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay I• SCOPE This new a roofing system using Santa Maria Spanish "S" Clay Roof Tile, as manufactured Ladrillera Melendez S.A. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as . a moment based system. 2. PRODUCT DESCRIPTION 11tanufucturcd by Applicant Santa Maria Spanish Test Product Specifications Description I = 17.8" PA 112 High profile, one - piece, "S" w - 11,9" shaped, clay roof tile equipped min. 3/8" thick with two nail holes. For direct deck adhesive set applications. 1= varies PA 112 Accessory trim, clay roof pieces w = varies for use at hips, mkcs, ridges and varying thickness valley terminations. Manufactured for each tilt profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTIIERS Test Product Product Dimes Specifications DcscriutIon Trim Pieces Hurricane Clip & Fasteners Dimensions Rainproof II 30" x 75' roll . 104 Single ply, nail -on 36" x 75' roll • undcrlaymcnt with 2" or self - adhering top cdgc. 60" x 75' roll Ice and Water. 3,6" x 75' roll PA 103 Self-adhering Shield undcrlaymcnt RoofTilc Adhesive N/A ( "Polypro® AH 160 ") Clips Min, '/" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 %" d 8091£4ZIi5•QN /RF:4t 'lc /R9:01 rnn7 . 7 (iu.)) Scc PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. Corrosion resistant clips with corrosion resislan( nails. PA 114 Appendix E Manufactnrm. Protect -O -Wrap, Inc. (with current NOA) W.R. Gracc Co. (with current NOA) Polyfoam Products, - Inc. Generic NUA No.: 01- 0521.01 Expiration Date: 10 /1$/06 • Approval Date: L0 /18/01 !'age 2 of 4 ' I.$A11 1 3. LIMITATIONS 3.1 Firo classification is not part of this acceptance. 3.2 For mortar or adhesive sct tile applications, a static field uplift test shall bc performed in accordance with RAS 106. 3.3 Applicant shall retain thc services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall bc submitted to thc Building Codc Compliance Office for review. 3.4 Minimum undcrlayment shall be in compliance with the applicable Rooting Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaytncatt material manufacturers published literature. 34 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code 4. INSTALLATION 4.1 Santa Maria Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - M (ft -1bf) Tile 2 ":12" 3 ":12" 4 ": 5 ":12" 6 " ;12" 7 ": 12" Profile Santa Maria Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck , S anish'S' Tile 5.35 5.27 5.15 4.99 4:77 4.50 Table 3: Attachment Resistance Expressed:as a Moment • M, (ft -Ibf) • • for Sin le Patty Adhesive Set Systems Tile The Application Minimum Attachment Profile Resistance Santa Maria Seanish "S" Tile Polyfoam Polypro AN 160" 68.64' 1 Paddy.placernent of 141 prams of Polypro AN I6OTM. 5. LABELING All tiles shall bcar thc imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by thc Building Official or applicable Building Codc in order to properly evaluate the installation of this system. Tile Profile Santa Maria Spanish "S" Tile £ d 8091£PZilS'ON /8£:91' 1S /Oti:91 £00Z 1 Z (IdA) Table 1: Aerod namic Multi . tiers - X ft 7l (ft Direct Deck Application 0.299 NOA No.: 0t- 0$21.Ot Expiration Date: 10/18/06 Approval Date: 10 /18/01 Page 3 of 4 wnUJ . SANTA MARIA "S" CI.AY ROOFTII.F. A RfQlPt7t1 11N /Qr.:oi Kent al r.nn7 1 7 /MA PROFILE DRAWING END OF THIS ACCEPTANCE NOA 014521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Pao 4of4 WA w Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1940 Printed: 12 /16/2003 Applicant: DAVID SEAN Owner: KINCHEN JOB ADDRESS: 558 NE 96 Contractor ALL IN ONE PROPERTY SERVICES INC Contractor's Address: 14040 NW 6 CT Local Phone: 305 - 688 -9550 Parcel # 1132060140680 Fees: Description Amount FEE2003 -8316 Building Fee $250.00 FEE2003 -8317 CCF $1.20 FEE2003 -8318 Training and Education Fee $0.40 FEE2003 -8319 Technology Fee $6.25 FEE2003 -8320 Scanning Fee $3.00 Total Fees: $260.85 Total Fees: $26 85 Total Receipts: 600 Permit Status: APPROVED Permit Expiration: 6/9/2004 Construction Value: $2,000.00 Work: NEW ROOF SYSTEM OVER NEW ADDITION ONLY TO INCLUDE #30 TAGGED, #90 H07 MOPPED AND CLAY TILES Signed: (INSPECTOR) Building Permit KINCHEN DAVID SEAN ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 W1/2 OF LOT 4 & ALL OF LOT 5 BLK 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. (" T 17172 O `x , 27 Signed: (Contractor or Builder) BY: 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 R. J J. Humm N 5 5 8 Street N.E. 9 6th St. Registered Architect and /or Engineer Obenour Roofing Co. 7352 No. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block 558 N. E. 96th St. Remiveethe existing tile roof replace State wor Street and Number where work is to be done k to be done and p ose of building ( by floors with 1 -33 1b felt, 1 -90 lb. slate, galy, flashings and white shingle tile. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 28 s q s . Estimated Total cost of improvements $ 2 , 297.00 Amount of Permit $ 6.00 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors em toyed 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 s public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to ed under this permit, as are licensed by Miami Shores Village. Remarks__ (Signed) STATE OF FLORIDA, COUNTY OF DADE. 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 _________ ! (' 91 Date / f Read, Sworn to and Subscribed before me. Disapproved. ( Signed) Council Approved APPLI1 `TION FOR BUILDING PERMIT ss. Building/ nspector MIAMI SHORES VILLAGE BU LDING INSPECTION DEPARTMENT Date Novembe 20 , I9 69 Subdivision __Size of Building Lot Notary Public, State of Florida My Commission Expires_ Miami Ave. PLANNING BOARD__ _.-. DATE Chairman _ _ Member Member _ - Member .. Member .. - Member _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspo :ion or faulty materials and /or workmanship. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Lio_v_el>Iber___21_ , 19 Owner's Name and AddressR.___L____Hummel. No 55 NE Street 96th St. 1 Registered Architect and /or Engineer Name and address of licensed contractor Bohnert Roofing__. &___ ,Supply__ 3210 __Nzi 41$_t_.___S_t_.__�___M Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 166 NW 100th St., Miami Shores State work to be done and purpose of building (by floors)__Re rear fht deck. New built up _ - gravel roofing_ to be installed. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories 1 To be constructed of Kind of foundation Roof Covering Blt.up gravel Estimated Total cost of improvements $ ?00 _Amount of Permit $ 5.00 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc}ylsub ntra r on v kk to e $erf �pn r t�iis permit, as are licensed by Miami Shores Village. V— . 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 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 1 17 tJ Date (( � ° Read, Sworn to and Subscribed before me. Disapproved et, (Signed) Building In ector BUILDING INSPECTION DEPARTMENT ate__ ( Signed) __ Notary Public, State of Florida My Commission Expires LANNING 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. APPLICATION FOR BUILDING PERMIT Application is hereby epode for the approval of the detailed statement ur we plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Budding 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. Ov:ncr's Name and Address Aecn, efivk Registered Architect and /or l;ng;neer Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivissl7n Street and Number where work is to be done rk to be done an purpose of buildup; State vyo (by floors).... 1!'<<z.,�Y' • cod t 4 €-. 1 ii. r _._ p To be constructed of Disapproved (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Kind of foundation,. 4 t1A . ci . Zvx Date Chairman \1crr,ber Member.. .. _.....__....._..._. ..._._....... Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A rc inspection fee of $1.00 will be charged materials and/or workmanship. Mcmbcr Member Member Disapproved Date..._... Vt . ...._� y_. ,19ti r No.. 5 . v Y.Q.4 )21- and for no New ui!ding Remodeling Addition Repairs No. of Stories Roof Covering Estimated Total cost of improvements $ Amount of Permit $x..21. 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 be sent to .. The undersigned applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 59G6, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance rom all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be post r i pec ' n on th site • th ork such public notice or notices as arc required by the Act. The undersigned agrees to employ only su �t s • rs, wor t. be • rformed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) with reference to the building and its construction may STATE OF FLORIDA. 1 COUNTY OF DADE. i ss' Before me, the undersigned authority a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. . 1115 1115 ( Permit No , . Date `, t '" 4 Read, Sworn to and Subscribed before me. Notary Public. State of Florida My Commission Expires PLANNING BOARD DATE or changes to this application after approval other purpose. to me well known. Date has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / I 2 / 9 7 Job Address 5✓d /V £ 96 S % ' Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant DA v i O /C / N C A Master Permit # Owner's Address , - j 9 A) C 9 6 Sr • /1/ Atry ' s Contracting Co. , L T _S /2U /4.7 er A) Address /o Z - / .SC.v / 6 sT • /Jt.0 1 Qualifier '1/1'2 Lc 0 4 , �A--v rr SS# Phone 5 — 944 - 7k State # C G- C C 0 Ite IS Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING AVING FENCE SIGN WORK DESCRIPTION ( Q 77 `� � A /71) SA S s Cp � ,2 . 1 - 3ru Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Ale / -....-...„ '6" e of owner an V ondo President Da e S e of Contractor o • er -: - Q //b A _ _ _.�,- -- Notary as to Owner or Condo President Date `ot:. to Contractor or • er -Buil er My Commission Expires: My k�T• ' ss11 IIe-.,. ow 4A 6RAdi j„a`I1�. RECIo NUREITA BERLIN .s �� MY COMMISSION / CC 482479 AL" "'� °� - � • WIRES: August 7, 1999 :WE MY COMMISSION # CC42880 EXPIRES le 14 ::/ifSP BONDED Witt TROY FAIN INSURANCE, INC O /.O / mss/ v FEES: PERMIT gc-t , RADON C.C.F. Plumbing Estimated Cost (value) 4 / /00. o R „ Of Bonded 'Mu Noaoy Mit th • Mr7/ 17 Date Date NOTARY f � BOND 762 TOTAL DUE 719A a APPROVED: Zoning Building Electrical Mechanical Engineering NOTICE OF COMMENCEMENT A' RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 97R022990 1997 JAN 17 11 :25 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 property and street address: J5 2 NE 9 (p S Mi am i 5hor' 2. Description of improvement: r Q - rD d r 3. Owner(s) name and address: Pa`» 0 C-- etc f n ch 5s?' NF 96) s Interest in property: ((k1 e,- Name and address of fee simple titleholder: 4. Contractor's name and address: ( (2 f' �7 -Pan S Co - t ?c� 7 cc - C o) - SZ y A I -f a� � Pry � , O 2 / 5 w / 6 si 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition 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: N IA 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) V Signature 01 Owner Print Owners Name DA / kis4GNc' 4 Sworn to and 19 Notary Publi Print Notary's Name MARY CHAVtANO_ _ My Commission Expires: Prepared by /el-"ow 6i 1 Address: ' ` , �' �r f ' 12301-52 2193 Contractor's Name: - S Co fp 6)1-,6777o Job Address: , SsC9 N E 9 g sr- ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) Lam" (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) �� ROOF TYPE " ❑ New Roof 2 ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 2 gU0 Total (ft') 26'0 0 Master Permit No. Exposure category (per ASCE 7 -88): C.. Building Classification category (per ASCE 7 -88 table 1): -1 Ft. n Ft. V A Field: /0(7tk Deck type: ATTACHMENT Fastener Type: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) '4 1 1 r 3 r ROOF PLAN 2 1 d 3: 1 15 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 2 Page -2 Ridge Venti ation? N MEAN HEIGHT Deck type: P irtocra—A 5 z Underlayntent: Insulation: 12" ROOF SLOPE D E T A I L 3 5 6)F - F -1 7 - (/ gv77 f,417 Yt 3V A 57 D 22C, Fastener type & spacing: c 2e3 o /5b freir 3-e--el 6 SLOPED SYSTEM DESCRIPTION 2 si.I x / / /I` " Cap Sheet: C S US � fate C 9lPo) c� Roof C overing: > .` 775,.4 S' �I " ES / V�' Drip edge: 3" 26 GA ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 7Z 3x X (Aerodynamic Multiplier): +. ) - M S 3r= M 16. ( PCA: 0-s (Pmax2: // 73x ?1, (Aerodynamic Multiplier): + 3 2 / ) - M g: 3 r= M 310 / PCA: 6 (Pmax3: //73 X ? (Aerodynamic Multiplier): .3 / ) - M S 3)~ M 3 �. �/ PCA: 6 G` Alrttsa Tile AIfarena del Turbio, S.A. Barquuundo. Venezuela Your application for Product Approval of Iil$s under Chapter 8 of the Metropolitan Dade County Code governing the use of Aker,.ate Materials and Types of Construction, and compktely described n the plans, specifications and calwiaions as submitted by Redland Technologies, The Center for Applied £aginecring, Inc., and Teatwell Craig Laboratories & Consaltaats, Inc has been recommended for acceptance by the Budding Code Compliance Depmtmiac to bc used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shat! be valid for a period of three years. The Building Code Compliance Deprtrne nt reserves the right to secure a product or material a any time for a lobsite or manufacturer plan for quality control testing. If product or material fail to perform m the approved manner. the Code Compliance Department may revoke modify or suspend the use of such product or.material immediately. The Building Code Compliance Department reserves the nght to require testing of this product or material should any amendments to the South Florida Building Code be enacted alTcctmg this product or material. The expense of such testing will bc incuned by the Manufamaer. PRODUCT NO. : . ACCEPTANCE NO.: EXPIRES: APPROVED: FRODI1CT CONTROUIQT(CE OF ACCEPTANf'F 94- 0914.01 FEB 1 4 1997 FEB 7 1955 METROPOLCAN DADE COUNTY, FLOflIDA ME:RO- FLAGLER BUILDING BULLDING CODE COMPLIANCE OEPARTMENT SUITE t6S7, UCTI140ADE FLAGLER OUILDINO No WEST FIAGLER STREET sUTAW, FLORIDA 731704661 pen) 375.2901 FAX (3051 375.29011 Rau! Rodriguez Product Cunt Division Supervisor - PLEASE NOTE - TH IS 15 THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Maropotaan Dade County Building Code Compliance Depanment and approved by the Building Code Committee to be used in Dade C7, Florida under the conditions set forth above. / 1 ,4jj Charks Danga, P.E.. Director Building Code Compliance Department Metropolitan Dade County AAF)IC.srn: Altura Tile Alfareria del Turbo, S.A. Barquisimeto, Venezuela Carr gory: Subcategory Slating: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOl7NG SYSTEM APPROVAL Prepared Roofing Tik Nail- on/Mortar Set/Adhesive Set Clay System Deser:I.tI i Contact: Carlos i. Fernandez Georaal Manager Aktm Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305)471 -5830 Product Control No.: 94-0414 41 A.tproval Date: Expiration Date: The - Ahusa S^ the profile is available in a variety of natural clay cater' and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for al! profiles and form a pan of this Product Control Approves:. Gpa,sul rubber or clay cave clast.n.s a.c also available. FEB ? p l yys FEB 1 4 199' Alfareria del Turbio S.A. (Altus,), located in Barr - ineto. Venezuela, manufacturer_ LILy roof the for nail -on, mores set or adhesive set applications. All tile is manufactur►o firm natural Vcnrotclan clays Jhis Product Control Approval relates to Altuc 'AI b S ^tit rp o1de. Refer to a'y.inpriatg Product Control Appmvals for other tile profiles. Altura roof tiles have been tested in compliance with the yousb Florida Buitdirg Code requirements for clay, nail-on, mortar set or adhesive se. tilt p,p :icatioos. The .ninimum .oaf slope for ;tic 'Altusa S' nail-on tiles shall be 2':12'. See th` 'P.t i:c Drawing' section in this approval for the - Altura S' profile drawing. The 'Altus, S' profile has 4rrt tested for both wind charar:-ir:s and static uplift performance, therefore, any consideration for vrsiafbtion shall be done as a 'Poona based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved idtponer unde- contras' for selling and distributing Attusa products in the South Fonda jurisoiction. P�tuct A fusa'V Clay Roof Tile Tram Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimtmioaa I- 1VY. w - 10' V." thick 1 - varies w - varies varying thickness Teo S egirlgatiosa ASTM C 1167 ASTM C 1167 Product Conuol No.: 94 -0914 01 Product Ilacciatias High profile. Interlocking, tine- piece, 'S shaped. clay roof tie equipped with two nail holes and a single roll For direct deck nail-e n applications only. Accessory trim clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product 130 Felt 143 Coated Base Sheet Mineral Surface Cap Shea Lenzingtex -ZB 140 59' x 164' roll Underiaymem 22 lbs/roll Rainproof II 30' x 75' roll 36' x 75' roll or 60'x75' roll Ice and Water Shield 36' x 75' roll Mopping Asphalt Flashing Conan TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Rimsosinns N/A N/A N/A N/A N/A Test Sncciacanom ASTM D 226 Inc 11 ASTM D 26'46 ASTM D 249 hiinaal surfaced asphah roll rrrfag for use as a to(` io a double ply ttv'alaymert syuan. PA 104 PA 104 ASTM D,312 type 111 or IV .............. Product Control No e4.OQ I4 0 1 Product Dreilplion Saturated organic (eh to be used as a nailed ancSor shat Saturated and coated organic base sheet for single or double ply unaerlayment Single ply. nail-oc underiaymeat Stvtk ply. nail-on tadertaymau with 2' Pile-adbaing top edge. PA 103 fez -awing poderlayment for use as a top ply in atwo aye system wiahimproved T3.3 or 143 as the tape ►m• As+thah far bonding a mineral surface rap to a mech. auacbed base snces in a double ply uadaiayraem system. ASTM D 4516 Cut back. asjhak based, asbestos free, fiber reinforced. vowel grade cemear for repair and flashing applications Mannfaetactr generic laming Perfo. mane:, Lc. PCA x94 Protect- G-Wiap. inc. PCA 'S S 3711.01 W.R. Grace Co. PCA 097-1116.01 Asphak Prima Roofing Nails Tm Caps Wood Battens Tie Nails Tile Screws Roof Tik Mortar ('TikTile • Dimsiom N/A mo. 12 6a. with '/, hod min. 32 ga. min. 1V. ad. max. 2' ad. �uial min. 1'x4' bdriazazal min. 1" x 4' far use with vertical barrens or min. 1'x2' for use akrhe min. gd :ZS' or ono. i&1 x 3' mm. Elx TA' or min 010* 2" N/A Row' Tole .Adhesrvc WA 1 "Pot• prof A11160 ") Tat 501Minglal1311 ASTM D4I PA 114 Appendix E PA 114 Appendix E Wood Preservers Sak pressure neared laaimte LP - 2 or dopy resisotr knuber battens PA 114 Appendix E PA 114 Appendix E PA 123 Prods Comm' No.: 94- 1914.01 Product Ductiaiga Ca back asphalt based earring used to &alio= bonding of dssmitar meals!. Annular ring skaok hot dipped. eke= or mechanically pIv. roofing rusk for me rt imderlarnem attachment Canonici] resistant citwlar disc far use in underlay/non =adman Corrosion resstant screw. smooth ar annular ring shank sails. Corrosion =thank totted. coarse thread wood saews. Prcprared molar mix designed for mortar set roof the applications. See PCA Two component polyurethane adhesive designed for adhesive set roof rile applications i 4 • J ' Maallfac1 rte generic generic generic genetic generic Pomade Roof Company. Inc. PCA 094- 0614.01 Polyroam Products. Inc PCA 094-0401.0! Pwd11a Hurricane Clip & Fasteners mat Id x 1 Y.' Valley Flashing ono. 26 ga. min 16' width Drip Edge min. 26 gar mm. r face flange min. 2' dock flange Tea • Sarti_tati_ Oka PA 114 min. Si" width Appendix E min 0.060' thick ASTM A 54 PA 111 trlraaked acts wary flashing Product Control No.: 94 -094 01 Product attainii211 Mtnyf]tlyitt Corrosion resistant generic bronze, shamrock stainless med. a' II/amazed noel or plastic attachment :[".pa tot suppiemarial pile atocisatt as A: installed with. -rnosioo resistant oo oaci atsId . with the <lip. A hurricane clip is rogNred as a./ ail tilt Gahm ised let' drip edge 3 Redland Technologies Redland Technologies The Canter for Applied Engineering. Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering. Inc. Redland Technologies Redland Technologies • Redland Technologies Redland Technologies The Center for Applied Engineering. Inc • Tam ell Ciro Laboratories 4. Consuhants. Inc. TEST REPORTS 1.12 identifier 7161 -03 Appendix III 7161 -03 Appendix 111 25- 7200 -1 94 94-083 7161 -03 Appendix 11 Later Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test MMDC •71 Lab IAAP -2 Tech: A. Porcello Product Control No ' 94 - 0914 01 LAlimuaWma Static Uplift Testing PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 102 (Quit-Drive Screw's. Battens) Static Uplift Testing PA 101 (Mortar Sa) Sufic Uplift Taring PA 101 (Adhesive Sri) Wind Tunnel Testing PA 101 (Alai! -Oa) Wind Twiocl Testing PA 101 (Nail-0u) Wind Tunnel Testing PA 103 • (Mortar Sc) Widbdrawal Rc•uasex Teeing of screw vs. sr.: _ts shark sails Wind Driven Rain PA 100 Physical Propenir ASTM C 1167 Rate Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct 1994 Deck Type: Deck Description: SYSTEM A: Slope Rage: Underlayeneut Vertical Battens: Horizontal Bane= Roofing Tile: Comments: SYSTEMS Wood, Noo -insulated New Construction "/„" or greater plywood or wood plans. Colmar- Batten Application Product Control No.: 2':12' to T:12' Note-. Counter-Battens, ss' riots* oduw. are required for 1 2°:12" to ksa than 4 ":12" aa: are optional for slopes 7 ":12 ". For slopes exceeding 7" :12", refr •o Srtem C. Instal) choice of approved uuderlayman system, note 1 no Page I County Protocol PA 118, in coniptiance with Sectitm 5.02 o: PA I Install vertical batten of pressure treated or decay resistant limn minimum dimensions of nominal 1' x Y. Vcrtii.al 3attc.is shall continuous bed of flashing cement '/; thick and sectored am o.c. into the sheathing with my-troll, -amnion resistant battens shall be positioned over the rot chord of the roof trusses 118.) Install horizontal battens of pressure retied or decay re.istant lur minimum dimensions of comma::' a 4'. Horiaonta1 barrens shall b� over vertical battens at a spacing u px ride a tile overlap not less ill secured through the vertical brrr 'rd sheathing with approvcu.I resistant fasteners. (See PA 118 I n s t a l l the in compliance with PP ' I t snag one of the approved attachment fix batten appicadoos onad in Table 3, attached. The amebmet uiilixod shall provide soffieieot attach:nent resistance rx a IM MO to meet or exceed the required moment of resistance dra compliance with PA 115 or PA !27. 1. For re-roof applications. "1r plywood is an acceptable substrate. 2. Clips are required on all eavc tile. pawwas: Possal 10 potmw 2 0 spotP'n paxordda pig - f uc' ono pa11R Wnuutnm 9utue4 n aped JO sadists so ssassa ut Uuderlayment: Roofing Tile: Comments: ' SYSTEMS (CONTINUED) Wood, Non - insulated Deck Type: Deck Description: New construction " /„" or greater plywood or wood plank SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2":12" to 7 ":12" Note: System D is only acceptable in this slope range. Product Control No.: 94- 0914.41 Install choice of approved underlayment system, noted on Page I of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See Systan Limitation #7. Install tik in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted of Tabk 4, attached. 1. For re-roof applications, "I plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tik shall be applied in mortar over a single layer of minimum 12 ga- wire mesh with square openings of not less than' /," which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with net less than one nail per tile. SYSTEM LIMITATIONS Product Control two.: 9 4 -0914 0I 1. The standard minimum roof pitch for "Altusa S. nail -on. mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed Qver ha,h vertical and horizontal battens ( "Counter - Battens "). as noted in System A. All nail-on tile applications having a roof pitch in excess of 7 ":12" shall be uver horizontal battens as noted fn System C. 3. For nail -on applications, brass or stainless steel screws for mechanical attachn.e.tt of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system speci!icat'onr outlined i:t :Lis Product Control Approval. Nail -on tile shall be attached using one of the methods of attarhrreat noted in Table 3 of this Approval. Mortar or adhesive set tile shall be anacneo using an arpro•"ed mortar or adhesive noted in this Approval, the data of Khich is ,noted i,r Taulr 4 of this A o,roval. The method of attachment utilized shall provide sufficient auachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in co.r.pliance with Gads County Protocol PA 115 or PA 127. 5. For nail -on tile applications, an cave clip is requi,ed on all eave tile. For mortar set applications. the first three courses of tik shall be nailed with not L,ss than one nail per tile. As an alternate. the first t courses of tik shall be applied in mortar c r:r a single layer of minimum , ga. wire mesh with square openings of not less than' 7," which is mechanically :...t-uh.a:.o the deg. with not less than one roofing nail every 1 f . For roof pitches from 6 ":12" to 7 ":12 ", every d.i.d tit.: of every fifth course. beginning at the eighth course, shall be nailed with not Tess than one nail per tile. 6. For mortar or adhesive set tile applications, a fitlu Wrote uplift test by a Dade County accredited testing agency. in compliance with Dade County P.otocol PA 106. shall be required not less than 30 days after application to confirm tile adhesion. 1't; .t:stls of this testing shall be reportrd to the Building Official and the installer stating that the atFl=e3t:cn has passed or failed PA IJii testing. If the application fails PA 106 testing, the report sh ^f' tit: which portion of the test wa.. failed; Category I (examination for loose tile) or Category ' i.rplift testing of tile). Subsy:xn: _c testing, the installer may repair not more than 5% of lied area tiles and 10% of peri-rete; area (i.e . ridge /rake) tile with approved tile adhesive. The installer shall place an identiffr +te -nrking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. . For mortar or adhesive set tile applications. 30/90 hot mopped underlavment applications may be installed perpendicular to the roof pitch prior to lurfe 1. 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. - 9- The Allusa " Altura S" tile profile has been tested for both wind characteristics and static uplift performance. therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' IC. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Pcrmkt a copy of Altura Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fue rating. 1; The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Flonda Building Code and related protocols. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Flonda Building Code. N.ud Product Control No 44.0914 of Altusa 'S' Tde I I I TOM Profile Battens l 'Abuse *S' The 4 47 TIM Profile Altusa S Tde f Aru;sa S T Tile Profile Tile Profile Battens Table 2: Restoring Moments due's Cravity - Pol ;ft -lb:) from PA 102 Testing 3':12 4 ":12 or less Drees Deck 5.35 TILE APPLICATION Direct Deck Table 1: Aerodynamic ltmcbptier - a (ft') from PA 108 Tes:l.s, Battens 4.40 Table 3: Attachment Resistance Expressed as a Moment - U (ft -lb() from PA 102 and PA 102(A) 'resting APPROVED NAILS lnai WA 620 DATA FOR ArrACIIM1IENT CALCULATIONS a MI Batten Application Direct Battens Direct Battens Direct Dedi I Deck Dtrx 5.27 4.31 1 5.16 4.20 133 2 nails N/A 11.40 0.29 5 ":1r APP'1O'.!Cr SCRFW 1 screw 2 savers 1 nail WA 20.00' NIA 28.70 31 e0 21.20 . 1! tool R. tarot,. f'AT APPROVED FIELD CLIP WITH: 2 nail 0.31 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testin0 Product Control No.: 44 -Q 4 l a n A. (f ') Direct Deck Appl nation T": 12' r r grrvx Bane-ss 1 Dimct I Devi 4.08 l WA APtROVEL ' EAVES CLIP WITH: 1 rear 7 rats WA WA Nr' I , 25.30 26.90 34 901 Screws for he installation over battens sluff be 1111 r 25S' tong corrosion resistant 0u -Drive screw. - robed in Iwo manufactured boles located t'!; and Pt; Item the head of the 6b. • 1 The Application Mortar Set Attachment Resistance 24.50 Adhesive Set 66 50 ,11:1 'SA . Clay now toes bOVL TAIL LOCKS PROFILE DRAWING ALTUSA 'S' TILE 10• Raul Rodrteuca Product Control No.. oo.no 0' 19" RETRO °ADE 1. Estmstons of Accepunce may be considered Oa new application has been fikd and the support data, test reports no older than ten (10) years. have bees re-evaluated All reports of re-testing shall bear the seal. sigtiaithe a.o. date of an engineer registered in Use State of Florida. 2. Any revision or change in the materials. use, or MJILA:1AZIC of the ?rocket m process shall automatically be cause for termination. unless prior approval is gmmod for revisions of cusage. Any unsatisfactory performance of this product pnress or a chanle in Code provisions shal. be grounds for re-evaluation. . . 4. This acceptance shall not bc used as an endorsement of any product for a.etl- or advent :Jig p op sm. S. The Notice of Acceptance number preceded by the words Dade County, Florida. an.. A..11..nved by the expiration date may be displayed in advalisint literature_ If any portion of the Nor 1 I c'-quncc is displayed. then 11 shall be done in its entirety. . . 6. Product approvl drawings. whore required for perma application , shall be providou to the applicant by die manufacuner or his druriburors unless otlicr rysr-sl in the Nowt J Acceptano... 71.: prints neer, not be re-sealed by an engineer. • : • Faitureso comply with the Standard Condition: shall be rause for termination of the Apr a'. OU1101116 COUE COMPLIANCE DEPARTMENT SUITE 1601 METRODADE RAGLER CRALDINO 140 WEST RAMER STREET MIME. FloagoA 33CR1-1510 1:- 37S-2001 • ',A Nartri r/F rAiscr.: Fr VigARD CONDMONS (3051 375-2906 - • Isil Rodriguez F‘rdliC1 COnnill DiViS1011 t: Supervisor Tbis approval supersedes all previous approvals. Last Approval Number 94-0106.18 , . • METROPOLITAN DAM couuri. FLORIDA MEMO-DA FLAGLER BUILDING 1 ) • • 4 , :ODUCT NO. : APPROVED: Polyfoarn Products, Inc. 2400.Spring - Stuebner Road Spring, Texas -L383. APR 2 1995 experts- of su :h testing will be incurred by the Manufacturer. METROPOLITAN DAVE COUNTY, FLORli METRO.OADE FLAGLEA BUILFtt EBSIPUC7 CONTRQI, NOTICE OF kCCEPTANCF, OUILOING CODE COMPLLANCL DEPAJITIAI SU E ME TrIO•taAOE RAGLER OtRLC: 140 WEST FLJ GLER STR>< MIAMI, FLORIDA =I;A•t! FAX (,,a3) N3 Your application for Product Approval of pojyjoam Products "Polvnrn AH -150" goof 'rile AdhesivS ;trade Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types o Construction, and completely described in the plans, specifications and calculations as submitted by The Center fo Applied Engineering, Inc. and Miles Laboratories Polymers Division has been reco amended for aaetptance b; thc Building Code Compliance Department to be used its Dade County, Florida under the specific and =no.= conditions set forth herein. to! approval sha'l be valid for period of three years. The Building Code Compliance Deparanent nerves the ri;nt to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. ! ptoduct or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify ur suspend 'he use of such product or material immediately. The Building Code Compliance Department reserve the right to require testing of this product or material should any amendments to thc South Florida Building Code be %.t.:.t.t.rd affecting this product or material. ACCEPTANCE . NO.: 954314.10 t I Rodriguai APR 2 7 1998 roduct Control Division EXPIRES: Supervisor - PLEASE NOTE - THIS IS TIIE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. , BUILDING CODE COMMITTEE This application fer I'-otru..t /sprreval his been iev.er b'; :ht Mei 11' D.de Ctu%y, Building Code Compliance Dep:.rtt.tcn. a•td arrro t y the f uildin6 Ct,de Committee to be used in Dade County, Florida under the conditions set forth above. t Buildi g axle Compliance Department Met:09.341. -r Z`-..Cs C.-unry , P.F.- Director Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383-1132 Category: Roofing Component ub- Categorv Fastening/Adhesive Tvpe: Roof Tile Adhesive Sub -Tvpe: Two Component Polyurethane - PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL System Description Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay acid t.oncre.te roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof` ::I: over a -nri°ty of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesiv.: slid: be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. C°rtificrtes and identification cards are issued to applicators upon successful completion of a application training N,ugram. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. Box 1 132 Spring. Texas 77383-1132 (713)350 -8888 Fax: (713)288 -6450 l R111 [louriguez Product Control No.: 95 -0114 10 Approval Date: APR 7 7 1995 Expiratior5 Date: APR 2 7 1998 Foampro® RTF 1 000 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Polvpro® AH 160 N/A PA 101 Two component polyurethane N/A See Detail Attached Dispensing Equipment 2 f,a t'.: iuriouez Product Control No . 95 -0314 10 • Product Underlayment RooUTile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria PA 120 Product Description All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval 3 d ul tTo i'igU Product Control No.: 95 -03 10 • Manufacturer All Dade County Approved Products All Dade County Approved Products Test Aacncv Center for Applied Engineering .— Miles Laboratories NB -589 -631 Polymers Division Property Density Compressive Strength Tensile Strength \Vzter Absorption Mcisture Vapor Transmission Dimensional Stability Closed Cell Content Test Identifier 494 -060 TYPICAL PHYSICAL PROPERTIES Test ASTM D 1622 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs. /Ft ASTM E 96 3.1 Perm / Inch ASTM D 2126 TEST REPORTS ASTM D 2856 86% 4 Test Name/Report Metro Dade Protocol PA 101 1.6 lbs. /ft.' R 12c,d1 iguez Product Control No.: 95-0 10 ASTM D 1623 02/01/94 Rcsu1ti at 04/08/94 +0.07% Volume Change © -40° F.. 2 weeks +6.0% Volume Change ©I 58°F., 100% Humidity. 2 weeks Note: The pltysical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. SYSTEMS Deck Type: Wood, Non - insulated, New Construction /Reroof Deck Description: New construction ''' /,:" or greater plywood or wood plank. Re -roof " /,:" or greater plywood SYSTEM A: Slope Range: Underlayment: Roofing Tile: Adhesive Set Application 2":12" to 7 ":1 Product Control 'Jo.: 9 5 - 0114 ' 0 • Install choice of Approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. Cottur.iznt3: I. For re -roof applications. minimum " /,:" plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Rau /Rodriguez 1 Deck Type: Concrete, New Constriction /Reroof Deck Description: New construction SYSTEM B: Adhesive Set Application Slope Range: 2 ":1 to 7 ":12" Underlayment / Waterproofing: Roofing Tiie: Install Approved underlayment system of one of the following: Underlayment System g1 (30/90 Hot Mop) noted on Page I of Dade County Protocol PA 120, installed in compliance with Section 3.02(A) of PA 120 or S YSTE,ti1S (CONTINUED) Any Approved urethane or asphalt based concrete waterproofing component installed in compliance with the waterproofing component manufacturer's Roofing Component Product Control Approval. Strips of reinforcing fabric shall be installed at all concrete deck joints. Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliancc"tith PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. Comments: 1. For re -roof applications, minimum " /„" plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control Approval shall apply, as applicable. i Product Control '!o.: 0 ; -0= I 10 Raul ft 'odriguez T'iblc 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel . #1 'S' Shaped #2 Double Roll #3 Large Flat #4 Small Flat #5 COMPONENT APPLICATION Product Control No.: 95 -0 3 i a.10 1 Polypro® AH 160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its Component Approval.. Underlayment shall be any underiaynieiits or underlayment systems listed as Approved in Dade County Protocol PA 120. 3. Adhesiveiation shall be in accordance with the instructions provided in this Component -Approval,. die 'manufacturer may provide additional instructions subsequent to this approval date which shall prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "8" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of this Component Approval. 4. Adhesive shall be dispensed in a 17 in to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' provided in this Component Approval. Each generic tile profile requires a specific placement, as noted in Table 1, b=low. A tile manufacturer may test a tile system in compliance with PA 101 and add r.n 2 dditinnai detail without incurring an additional revision cost. - AahAre tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has Leen dispensed. 6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'Placement Detail' !or each tile profile. Ratil Rodriguez Product Control `o.: 95 -0314 10 PAN / uOR'.AR 9En FOR COYER TItC 1<ff.PNO&C COVER ufTAL E!r O RIP totter .s•,. 2 cloeurt optional point-up starter IASCIA e0AR0 2' s 107'' roam Pod When applied 1X4 ON MCC •- NAIL fTRST PAN MSE (WEN ACO111O:1AL NAAINC 15 RCCLiRCO eT COOt) 2' X 10' 700= ?ad when applied MAIL COKR MERE • 01401 ;IMAM) PLACEMENT DETAILS ?Lice scut Cctail 1: Two-riccc 3arrcl P - 'ilc Raul ! ' odriouez • • 00,E MINERAL SURFACE RooF1Na FELT PLACEMENT DETAILS (CONTINUED) Product Control No.: 95-0114 ; 0 HAIL HERE 1.I1:1 C) PLASTIC RGCF CEMENT (*WEN A00171CHAL MAID? 15 RECUIRED 8`: CCCE) ASC1A ECARO 2 -X )0' Tort Pad When 5 pplled (EPOIa). PR_FABRICATEO CLOSURE HAILED THROUGH PLASTIC ROOF CEUENT OR INTO APF OVED AOHLSWE YIEEPHOLE Placement Detail #2: 'S' Shaped Tile Profile 10 Raul Btb driguez MCACLAP s..Ac' e0Aao SECURE .1NTH CCRRo1O RES+ST• NT NAILS Sealar.t oz POINT -UP M1r O n R LC MORTAR TO 1 SURFACE ROL.LEO RAKE CUES) (SPAMSH 'S • Du Quesne & Associates, Inc. 4 Consulting Engineers Test Laboratory ory Owner's Name: ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION TEST RESULTS P =. PASS, F = FAIL Environmental • Civil • Structural Building Inspection Services Permit #• 7 O 13 r 8 Job Address .5 S' GU C q sr. Roofing Contractor k. S Type of Tile: \- 1 ) S A ‘. ` I Date Installed 3/15t ` 7 Approximate Roof Height: feet j/' Roof Pitch 37/ Z. Type of Access to Roof: Scaffolds A Ladder . Other Approximate Square Footage of ;Roof: ft' Required Testing Force: 35 Ibs Testing Equipment: Chatillion DFIS 100 Date Tested 3 243 -9 ..7 UTR No 12173 Test Location 2 3 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 : Uplift Pull Test (P or F) Test Location 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ;. 40.:: 41 42 43 44 45 46 47 48 49 50 Uplift Pull Test (P or F) •4' Test Location Uplift Pull Test (P or F) 54 51 52 53 55 56 57 58 59 60 61 62 63 65 66 67 68 69 70 71 72 74 73 75 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Du Quesne, P.E. gineer P.E. 4513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SKETCH OF ROOF IN BACK Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 $KETCH OF ROOF 10B SHEET NO. OF CALCULATED BY CHECKED BY DATE SCALE DATE NOTES. KETCH OF ROOF JOB . s 5 /Y . t ' r 76 sc, 44 /4/01 J h o,eGs SHEET NO / i OF Z DATE 3 - fQ / ! 7 CALCULATED BY T/"i /9 CHECKED BY DATE SCALE 3C /' • i NOTES.