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RF-10-2165RE -ROOF TILE AND FLAT Passed i n Inspector Comments ec_ / :I ( ` Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 154082 Permit Number: RF -12 -10 -2165 1 Inspection Date: February 17, 2011 Inspector: Bruhn, Norman Owner. , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Garner Building Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CERTIFIED ROOFING SPECIALIST INC Building Department Comments February 17, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1121360010160 -22 Phone: (954)781 -7663 Page 1 of 1 February 9, 2011 Certified Roofing 3440 NW 25 Ave Pompano Beach, FL 33069 C A R L A B, 1 1%; C. 1 11111 1111 111111, RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 11300 NW 2 Ave (Garner Building) Miami Shores, FL Permit#: RF -12 -10 -2165 Date inspected: February 8, 2011 Date completed: February 2 2011 Roofmg Contractor: Certified Roofmg Carlab, Inc Project # 11 -7032 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofmg Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 28,000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Flat Roof Tile. This tile was reported to have been foamed in place. At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were performed. Walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfull ubmitted, Sergio Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 • Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 ' Pass • 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass '107 35 Pass' 108 35 Pass TILE UPLIFT TEST FOR 11300 NW 2 Ave (Gamer Building) Miami Shores, FL Project#: 11 -7032 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass 194 35 Pass 195 35 Pass 196 35 Pass 197 35 Pass 198 35 Pass Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (lbf) Test Status 199 35 Pass 200 35 Pass 201 35 Pass 202 35 Pass .203 35 Pass , 204 35 Pass 205 35 Pass 206 35 Pass 207 35 Pass 208 35 Pass 209 35 Pass 210 35 Pass 211 35 Pass 212 35 Pass 213 35 Pass 214 35 Pass 215 35 Pass 216 35 Pass 217 35 Pass 218 35 Pass 219 35 Pass 220 35 Pass 221 35 Pass 222 35 Pass 223 35 Pass 224 35 Pass 225 35 Pass 226 35 Pass 227 35 Pass 228 35 Pass 229 35 Pass 230 35 Pass 231 35 Pass 232 35 Pass 233 35 Pass '234 35 Pass ' 235 35 Pass 236 35 Pass 237 35 Pass 238 35 Pass 239 35 Pass 240 35 Pass 241 35 Pass 242 35 Pass 243 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 289 35 Pass 290 35 Pass 291 35 Pass 292 35 Pass 293 35 Pass 294 35 Pass 295 35 Pass 296 35 Pass 297 35 Pass 298 35 Pass 299 35 Pass 300 35 Pass 301 35 Pass 302 35 Pass 303 35 Pass 304 35 Pass 305 35 Pass 306 35 Pass 307 35 Pass 308 35 Pass 309 35 Pass 310 35 Pass 311 35 Pass 312 35 Pass 313 35 Pass 314 35 Pass 315 35 Pass 316 35 Pass 317 35 Pass 318 35 Pass 319 35 Pass 320 35 Pass 321 35 Pass 322 35 Pass 323 35 Pass 324 35 Pass 325 35 Pass 326 35 Pass 327 35 Pass 328 35 Pass 329 35 Pass 330 35 Pass 331 35 Pass 332 35 Pass 333 35 Pass Test Test load (lbf) Test Status 244 35 . Pass 245 35 Pass 246 35 Pass 247 35 Pass 248 35 Pass 249 35 Pass 250 35 Pass 251 35 Pass 252 35 Pass 253 35 Pass 254 35 Pass 255 35 Pass 256 35 Pass 257 35 Pass 258 35 Pass 259 35 Pass 260 35 Pass 261 35 Pass 262 35 Pass 263 35 Pass 264 35 Pass 265 35 Pass 266 35 Pass 267 35 Pass 268 35 Pass 269 35 Pass 270 35 Pass 271 35 Pass 272 35 Pass 273 35 Pass 274 35 Pass 275 35 Pass 276 35 Pass 277 35 Pass 278 35 Pass 279 35 Pass 280 35 Pass 281 35 Pass 282 35 Pass 283 35 Pass 284 35 Pass 285 35 Pass 286 35 Pass 287 35 Pass 288 35 Pass Test Test load (lbf) Test Status .334 35 . Pass . 335 35 Pass 336 35 Pass 337 35 Pass 338 35 Pass 339 35 Pass 340 35 Pass 341 35 Pass 342 35 Pass 343 35 Pass 344 35 Pass 345 35 Pass 346 35 Pass 347 35 Pass 348 35 Pass 349 35 Pass 350 35 Pass 351 35 Pass 352 35 Pass 353 35 Pass 354 35 Pass 355 35 Pass 356 35 Pass 357 35 Pass 358 35 Pass 359 35 Pass 360 35 Pass 361 35 Pass 362 35 Pass 363 35 Pass 364 35 Pass . 365 35 ° Pass . 366 35 Pass 367 35 Pass 368 35 Pass 369 35 Pass 370 35 Pass 371 35 Pass 372 35 Pass 373 35 Pass 374 35 Pass 375 35 Pass 376 35 Pass 377 35 Pass 378 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 424 35 Pass 425 35 Pass 426 35 Pass 427 35 Pass 428 35 Pass 429 35 Pass 430 35 Pass 431 35 Pass 432 35 Pass 433 35 Pass 434 35 Pass 435 35 Pass 436 35 Pass 437 35 Pass 438 35 Pass 439 35 Pass 440 35 Pass 441 35 Pass 397 35 Pass 398 35 Pass 399 35 Pass 400 35 Pass 401 35 Pass 402 35 Pass 403 35 Pass 404 35 Pass 405 35 Pass 406 35 Pass 407 35 Pass 408 35 Pass 409 35 Pass 410 35 Pass 411 35 Pass 412 35 Pass 413 35 Pass 414 35 Pass 415 35 Pass 416 35 Pass 417 35 Pass 418 35 Pass 419 35 Pass 420 35 Pass 421 35 Pass 422 35 Pass 423 35 Pass Test Test load (lbf) Test Status 379 35 Pass 380 35 Pass 381 35 Pass 382 35 Pass 383 35 Pass 384 35 Pass 385 35 Pass 386 35 Pass 387 35 Pass 288 35 Pass 389 35 Pass 390 35 Pass 391 35 Pass 392 35 Pass 393 35 Pass 394 35 Pass 395 35 Pass 396 35 Pass 397 35 Pass 398 35 Pass 399 35 Pass 400 35 Pass 401 35 Pass 402 35 Pass 403 35 Pass 404 35 Pass 405 35 Pass 406 35 Pass 407 35 Pass 408 35 Pass 409 35 Pass 410 35 Pass 411 35 Pass 412 35 Pass 413 35 Pass 414 35 Pass 415 35 Pass 416 35 Pass 417 35 Pass 418 35 Pass 419 35 Pass 420 35 Pass 421 35 Pass 422 35 Pass 423 35 Pass Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N 6 Z 232 t 1 I 1 r ata A i oo i O 1 I 1 1 ® a + + a + + + + - + + a + a + + a - 0 + - - + a - + _ + a a a + + - - II + + + + + + a + + + + a a + t + + _ + + + + + - + 4 + + + _ + + + + + • + + + + + + + + + + + + + + + + 1 1 I 1 1 - 1 1 1 ; + + • • • • • • • • t 4 • • • • • • • • • • i i i _ • • - • • + + - • • + • _ • • • + • • O _ • • + • • • • • _ • • • • • • • i + _ • • • - • + - • • - • • - _ + + _ a + - a + a a - _ • + • • a • + + • • 1 • • t _ + • + - • • - 0 + -_ • • + + + • 1 i O i oo i _ LEGEND O i ® - • • a - • • a - - _ • • + + + a ® + a - + FIELD TEST _ o CORNER TEST - o 1 1 0 1 1 o — C A R L A 8N, 1 N C. �` 1 �ISv MMEIEGICIZO w II°OMOM IS16WA.6VW 'IaE61inflfADiSYO APPR ❑X, ROOF TEST L❑CATI ❑NS AND DIMENSI ❑NS Inspection Number: INSP - 154459 Permit Number: RF -12 -10 -2165 Scheduled Inspection Date: January 07, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Garner Building Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CERTIFIED ROOFING SPECIALIST INC Building Department Comments January 06, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -22 Phone: (954)781 -7663 RE -ROOF TILE AND FLAT Infractio Passed Comments TIN CAP SPACEING False Passed J�� .-. /� y� / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154077. Not ready Nb Page 4 of 5 ENGINEERING PLUS ENGINEERING AND CONSULTING SERVICES 19528 Sedgefield Terrace, Boca Raton, FL 33498 (561) 756 4106 * fax (561) 479 3743 * engplus@cs.com * C.A.' # 26538 To: Miami Shores Building Department RE: Existing Plywood Roof Sheathing Attachment Reinforcement Project: Proposed Re- roofing at Barry University — Gardner Building 11300 NE 2th Ave., Miami Shores, FL 33161 Engineer: Taylan Kalkan, PE Date: December 22, 2010 Sirs: Please be advised that our services have been retained to perform an engineering evaluation for existing plywood roof sheathing to existing roof frame connection for the building at above address to verify compliance to Florida Building Code 2007 w/2009 Supplement, High Velocity Wind Zone Requirements. After investigation, I found existing roof sheathing connections shall be reinforced as follows: Existing Plywood Sheathing to Existing Roof Frame Connection at Zone 3: Add #8 -18 x 1 '/2" teks self drilling metal screws to existing plywood decking to bring spacing of fasteners to 3" o/c max. on end and edge supports, and 5" o/c max. on intermediate supports. (See attached sketch sheet 1 of 3) Existing Plywood Sheathing to Existing Roof Frame Connection at Zone 1 &2: Add #8 -18 x 1 /2" teks self drilling metal screws to existing plywood decking to bring spacing of fasteners to 4" o/c max. on end and edge supports, and 6" o/c max. on intermediate supports. (See attached sketch sheet 2 of 3) Please do not hesitate to contact me if I may be of further assistance. December 22, 2010 Taylan Kalkan, PE State of_Florida Registration # 67349 Enclosure: Fastening Pattern at Existing Roof Sheathing for Zones 1, 2 & 3 (Total 3 sheets) Wind Pressure Calculation for Roof Zones (Total 1 sheet) LEGEND • NEW #8 -18 x 1 Y" TEKS SELF DRILLING METAL SCREW o EXISTING #8 TEKS METAL SCREW Ct JO 00 N W Z U 0_ W Z CORNERS (ZONE 3) a= 11' -0" FASTENING PATTERN EXISTING ROOF SHEATHING Barry University – Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE: 12/22/2010 NEW SPACING TYPICAL EDGE SUPPORT J • U• U• U• U• U• U• U • 3 • 3 0 • • Z U 3 a. O �yJ • in l N Z 0 1- O —�c- Z O • r J p . O • t Um, Q! W O I .A • z Z • • O O • • U • U EXISTING SPACING 0 • O • O • 0• 0• 0• A• 0• 0• 0 • 0 • 0 • U • U • 0 • U • U • U • C. • • c • c • c • c • c • c O • c • • 0• 0• 0• 0• 0 • 0• r O • • • FASTENER NOTE: ADD #8 -18 x 1 Y2" TEKS SELF DRILLING METAL SCREWS TO EXISTING PLYWOOD DECKING TO BRING SPACING OF FASTENERS TO 3" 0/C MAX. ON END & EDGE SUPPORTS, AND 5" 0/C MAX. ON INTERMEDIATE SUPPORTS, AS SHOWN. PANELS MUST HAVE BLOCKING AT HORIZONTAL JOINTS TAYLAN KALKAN, P.E. ENGINEERING PLUS FL P.E. # 67349 & E.B. # 26538 19528 SEDGEFIELD TERR. BOCA RATON, FL 33498 (561) 756 4106 fax (561) 479 3743 NEW SPACING TYPICAL CO EDGE SUPPORT ti/W2or PAGE 1 OF 3 LEGEND • NEW #8 -18 x 1 Y2" TEKS SELF DRILLING METAL SCREW o EXISTING #8 TEKS METAL SCREW 0 r .J O as U d N Z W Z U Q a. w z INTERIOR (ZONE 1 & 2) FASTENING PATTERN EXISTING ROOF SHEATHING Barry University — Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE: 12/22/2010 NEW SPACING TYPICAL 0 EDGE SUPPORT FASTENER NOTE: ADD #8 -18 x 1 Y2" TEKS SELF DRILLING METAL SCREWS TO EXISTING PLYWOOD DECKING TO BRING SPACING OF FASTENERS TO 4" 0/C MAX. ON END & EDGE SUPPORTS, AND 6" 0/C MAX. ON INTERMEDIATE SUPPORTS, AS SHOWN. PANELS MUST HAVE BLOCKING AT HORIZONTAL JOINTS TAYLAN KALKAN, P.E. ENGINEERING PLUS FL P.E. # 67349 & E.B. # 28538 19528 SEDGEFIELD TERR. BOCA RATON. FL 33498 (561) 756 4106 fax (561) 479 3743 1 4» L. NEW SPACING TYPICAL 0 EDGE SUPPORT 0 I ce JO as U Q cn ❑ O W Z U Q 0_ cn w z PAGE 2 OF 3 CORNER (ZONE 3) CORNER (ZONE 3) ROOF PLANE SKETCH Barry University — Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE: 12/22/2010 TAYLAN KALKAN, P.E. ENGINEERING PLUS r (ZONE 1 & 2) i FL P.E. # 67349 & E.B. # 26538 19528 SEDGEFlELD TERR. BOCA RATON, FL 33498 (561) 756 4106 fax (561) 479 3743 a 0 1 1 r— a 0 1 E— et w z 0 N W Z 0 N a CORNER (ZONE 3) l' 1V 2 L° wf o 11' -0 11' -0 " ' PAGE 3 OF 3 A Developed by MECA Enterprises, Inc. Copyright 2010 wtrw.mecaenterprises.com Date : 12/22/2010 Project No. Company Name : Designed By Address Description . City Customer Name : State Proj Location : File Location: C: \Documents and Settings \ENGINEERING PLUS \My Documents \ENGINEERING PLUS FOLDERS \ENGINEERING CALCULATIONS \CLIENTS\misc\ARCON ROOFING \Barry university- Gardner bldg \barry.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along ROOF ROOF ROOF at Eave= Ridge = 1.00 1.00 1.00 1.00 1.00 1.00 User Input 146.00 mph III N/A 1.15 9.50 0.11 0.15 0.20 0.20 0.54 : 12 27.50 ft 30.00 ft 1.00 ft 227.00 ft 1.00 3 1.00 2 1.00 1 Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg - GCpi = - 0.18 Wind Pressure on Components and C addict g Width of Pressure Coefficient Zone °a" = 11 ft Description Width Span Area Zone Max Min Max P ft ft ftA2 GCp GCp psf 0.300 -2.800 0.300 -1.800 0.300 -1.000 Building C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 2.57 Deg Gabled 25.00 ft 50672 ftA2 221.00 ft Min P psf 24.693 - 153.302 24.693 - 101.858 24.693 - 60.703 qv/AO BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: l 1 Z kW _ 1 C) City: 1, t Ate S f\ 0 Tenant/Lessee Name: Phone #: Email City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: 1 1W`1�' fy.`P M4 S Phone #O f -[°-`1 ~ i40-3 Addr ss: k a K City: State. `�, Zip:. S Qualifier Name: C) . ' 1 -aki._. Phone #:O 1 —1 Clo State Certification or Registration #: �C_ Cf \ '1 Certificate of Competency #: Contact Phone # - 725 - q k Email Address: DESIGNER: Architect/Engineer: Phone #: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State: County: Miami Dade Permit No. 2-1- 1Z ° lo-al(oc Master Permit No. Phone #: Zip: a` D \ 1c Zip: NO Flood Zone: Value of Work for this Permit: $ S uq are/Linear Footage of Work: 3 U `' Type of Work: OAddress Alteration cription of Work: _1' 1 mazzirso JAN 1 1 2 1 Al ONew DRepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ '' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l' 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 th ' absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Si Owner or Agent The foregoing instrument was acknowledged before me this The fo day of , 20 , by , day of who is personally known to me or who has produced who is p As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY /If/ (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) dged before me NOTARY f S' „,SERI M. LA MY COMMISSION y( D n Expires: EXPIRES FebrJ 03 FlortdaNOtaryService.com y known to me or who has produced as identification and who did take an oath. UBLIC: **** k**+k*4t**>te Jr,r Jr*************i lY*4 i1r9r**** *ai ir***** dr9r********** **, t*rr ****i**dr*ik4******* ***itr*********4*i>ti**iled *** Plans Examiner Zoning Structural Review Clerk ❑ Stri • and Removal ❑ Glove Ba; ❑ Bulldozer ❑ Wreckin; Ball ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter. Name WA Address (Print the • L.:Zir 161_01-158 10110 USE ONLY 2011 1 JAN 1 1 �n>> J AN Florida Department of vo Environmental Protection •. -• Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE (CHECK ONE ONLY): I7 ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? 1. Facility Name BARRY UNIVERSITY - GARNER BUILDING Address 11300 NE 2ND AVE City MIAMI SHORES Site UNIVERSITY • ator) Postmark/Date Received El REVISED El RENOVATION ❑ YES State FL Building Size 3900 (Square Feet) # of Floors 5 Building Age in Years Prior Use: 0 School/College /University ❑ Residence ❑ Small Business Other Present Use: © School/College/University ❑ Residence ❑ Small Business Other IL Facility Owner BARRY UNIVERSITY - GARNER BUILDING Phone Address (SAME AS ABOVE) State Zip City 111. Contractor's Name CERTIFIED ROOFING SPECIALISTS, INC Phone 854 - 781 - 7663 Address 3440 NW 25TH AVE City POMPANO BEACH state FL Zi 33069 CONTACT ABATEMENT CONTRACTOR El YES 0 NO File # ❑ YES ❑ NO Process # Zip County MIAMI DADE Consultant Inspecting Site GFA INTERNATIONAL Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES © NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yy) Start 01/10/11 Finish: 01/25/11 V. Description of planned demolition or renovation work to be perforated and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. ROOFING DEMOLITION AND REPLACEMENT - NO ASBESTOS CONTAINING MATERIALS FOUND City State Zip VIII. Waste Disposal Site: Name N/A Address N/A City State Zip r�afl/�,MI- gyp, ©1 = D.E.R. IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence af [ � i hi& to cert t the rcqu Amount of RACM or ACM* Notification(s), Regarding asbestos have been square feet surfacing material square feet cementidous m fi in Compliance with linear feet pipe square feet resilient flooring A�^ r egulation 1 cubic feet of RACM off facility components square feet asphalt roofin *Identify and describe surfacing material and other materials as applicable: ,. I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will he on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection du' g normal business hours. 1 have read and understood the additional information provided on the back of this form. (Da [Z] NO ❑ CANCELLATION ROOFING Phone ID DISTRIBUTION: White -PERM Yellow - Applicant Pink - Reserve Gold -- Reserve Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 MIAM ❑ COURTESY (Contac phone #) CORE REVIEWS1(PRIN SIGNATURE FRAL IMENT NT P rpr" O N1 Ott,' DEPARTMENT OF EN"l SOU RC 4A GFA INTERNATIONAL FLORIDA'S LEADING ENGINEERING SOURCE LIMITED ASBESTOS CONTAINING MATERIALS BUILDING SURVEY REPORT Barry University Gamer Building — Partial Roof Renovation 11300 Northeast 2 " Avenue, Miami Shores, Miami -Dade County, Florida December 20, 2010 GFA Project No.: 10- 1471.00 For: Certified Roofing Specialists, Inc. 3440 Northwest 25 Avenue Pompano Beach, Florida 33069 Our Specialties Environmental Consulting I Geotechnical Engineering 1 Construction Materials Testing Threshold & Special Inspections 1 Private Provider & Code Compliance Dear Mr. Vitello: Since 1988 Florida's Leading Engineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review & Code Compliance Mr. Alessandro Vitello, Project Manager Certified Roofing Specialists, Inc. 3440 Northwest 25 Avenue Pompano Beach, Florida 33069 Phone: (954) 781 -7663 Mobile: (954) 325 -8021 Fax : (954) 943 -7833 Email: avitello (certifiedroofingspecialists.com Website: www .certifiedroofinospecialists.com Re: Limited Asbestos Containing Materials Building Survey Report Barry University Garner Building — Partial Roof Renovation 11300 Northeast 2 Avenue, Miami Shores, Miami -Dade County, Florida Project No. 10- 1471.00 December 20, 2010 In accordance with your request, GFA International, Inc. (GFA) is pleased to present this National Emissions Standard for Hazardous Air Pollutants (NESHAP) Limited Asbestos Containing Materials Building Survey Report. This survey was conducted in accordance with Chapter 61 -145 of the Environmental Protection Agency's (EPA) Title 40, Part 61, Subpart M of the Code of Federal Regulations (CFR). It is considered "Limited" because it only includes the portion of the roof of the Gamer Building of Barry University, located at 11300 Northeast 2nd Avenue, Miami Shores (Miami - Dade County), Florida, which will be affected during the proposed renovation. As such, only those materials proposed for renovation were sampled and analyzed during the survey. This report includes the results of our findings from visual reconnaissance, field sample collection and laboratory analysis GFA has conducted this Limited Asbestos Containing Materials Building Survey in general accordance with the scope and limitations of NESHAP and GFA's proposal number 10- 1471.00 Revised, dated December 6, 2010. On December 14, 2010, Steven A. Snyder, AHERA Certified Asbestos Inspector with GFA, conducted a limited asbestos sampling survey of suspect asbestos - containing building materials associated with the pending renovation of a portion of the roof the Barry University Gamer Building, located at 11300 Northeast 2 Avenue, Miami Shores (Miami -Dade County), Florida. The portion of the roof proposed for renovation was inspected and surveyed during this assessment. As understood, the space contains approximately 3,900 square feet. Gri) { HA) : A RIAt y MATERIAL STI E o T SAMPLES �. NO u HvsI `.t ,AM WA7 d MATERIAL ' *� MATERIAL . a " 01 M Black Fiberglass and Tar with White Rock 3,600 SF 4 Good No No Low NF 02 M Black Penetration Point Sealant 20 SF 3 Good No No Low NF 03 M Black Flashing Sealant 200 SF 2 Good No No Low NF GFA International, Inc. Project #10- 1471.00: Gamer Building — Partial Roof Renovation During the NESHAP asbestos sampling survey conducted at the subject property on December 14, 2010, the inspector collected a total of seven (7) bulk samples from three (3) homogeneous area of suspect asbestos - containing materials. The following chart lists each homogeneous area sampled during the Limited Asbestos Containing Materials Building Survey and its' associated material class, material description, estimated quantity located throughout the surveyed area, total samples of the material collected, material condition, physical damage, water damage, material contact level, and material friability: Notes: SF = Square Feet NF = Not Friable M = Miscellaneous Limited Asbestos Containing Building Materials Survey Report Page 2 of 3 A sample location map depicting the location of each sample collected is included in Attachment A. Bulk Field Logs including the homogeneous area, sample number, description, location, and NESHAP Category of each sample collected are provided in Attachment B. None of the building materials samples collected and analyzed during the NESHAP limited asbestos sampling survey were found to contain asbestos mineral fibers. Building materials samples were analyzed according to the Environmental Protection Agency (EPA) Polarized Light Microscopy (PLM) Method. A copy of the laboratory analytical results and chain -of- custody documentation is provided as Attachment C. GFA was not informed of additional building materials that existed at the subject property prior to this survey. If, during renovation activities, additional materials are discovered that have not been tested or if any materials are found that were not accessible at the time of the survey, they should be considered Presumed Asbestos Containing Materials (PACM) in accordance with Chapter 1910.1001 of the Occupational Safety and Health Administration's (OSHA) Title 29, Part 1910, Subpart Z of the CFR, until laboratory testing proves otherwise. In addition, the contractor should notify the subject property owner and GFA of any such materials for further evaluation. A copy of the survey should be kept onsite during renovation activities. This report may not be used by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. Method used: EPA Method for the Determination of Asbestos in Bulk Building Materials (EPA/600 /R- 93/116 July 1993). Copies of relevant GFA Asbestos Certifications are included as Attachment D. 60 GFA International, Inc. Project #10- 1471.00: Gamer Building — Partial Roof Renovation GFA appreciates the opportunity to work with you as a member of the project team. Please contact the undersigned at 561.347.0070 if you have any questions or comments on this report. Best Regards, GFA International, Inc. Steven A. Snyder AHERA Certified Asbestos Inspector Certificate No. 503101 Attachments: Attachment A - Attachment B - Attachment C Attachment D Sample Location Map Asbestos Bulk Field Log - PLM Analytical Laboratory Results - Certifications Limited Asbestos Containing Building Materials Survey Report Page 3 of 3 ederick G. Kaub Florida Licensed Asbvestos Consultant License No. AX71 60 ATTACHMENT A SAMPLE LOCATION MAP GIP AREAS ASSESSED Portion Consisted of Concrete and Paint (No Samples Collected) 12 . °-. 1215 Wallace Drive Delray Beach, Florida 33444 Phone: (561) 347 -0070 Fax: (561) 395 -5805 Sample Location Map Barry University Garner Building — Partial Roof Renovation 11 300 Northeast 2nd Avenue, Miami Shores, Miami -Dade County, Florida PROJECT NO.: 10- 1471.00, DRAWN BY: SS, DATE: 12.20.10, SCALE UNKNOWN ATTACHMENT B ASBESTOS BULK FIELD LOG Gf� HOMOGENEOUS SAMPl. AREA NLMRER MATERIAL DESCfIIP1IL}.4 SAMPLE LOCATION APPROXIMATE OUAMIHY COMMENTS: MATERIAL LOCATION ATTACHMENT C PLM ANALYTICAL LABORATORY RESULTS AND CHAIN -OF- CUSTODY DOCUMENTATION 9 Report for: Regarding: Project: 10- 1471.00; Barry University - Gamer Bldg. Reno. EML ID: 734405 EMLab P &K Mr. Steve Snyder GFA International Inc. 1215 Wallace Drive Delray Beach, FL 33444 Approved by: Lab Manager Baluswamy Krishnan Service SOPs: Asbestos -EPA Method 600 /R- 93/116 (EPA- 600/M4 -82 -020 (SOP 01264)) Dates of Analysis: Asbestos -EPA Method 600/R- 93/116: 12 -16 -2010 All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The results relate only to the items tested. EMLab P&K ( "the Company ") shall have no liability to the client or the clients customer with respect to decisions or recommendations made, actions taken or courses of conduct implemented by either the client or the clients customer as a result of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential de,mages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the Test Results exceed the amount paid to the Company by the client therefor. Document Number. 200091 - Revision Number. 5 EMLab P &K, LLC EMLab ID: 734405, Page 1 of 3 Sample Layers Sample Layers Asbestos Content Black/White Roofmg Material ND Composite Non - Asbestos Fibrous Content: 35% Glass Fibers < 1% Cellulose 35% Glass Fibers < 1% Cellulose Sample Composite Homogeneity: Good Sample Composite Homogeneity: ^— Sample Layers Asbestos Content Asbestos Content ND Black/White Roofing Material Composite Non - Asbestos Fibrous Content: Composite Non - Asbestos Fibrous Content: 35% Glass Fibers < 1% Cellulose Sample Composite Homogeneity: Good Sample Composite Homogeneity: Good Sample Layers Asbestos Content Black/White Roofing Material ND Composite Non - Asbestos Fibrous Content: 25% Glass Fibers < 1% Cellulose Sample Composite Homogeneity: Good Sample Layers Asbestos Content Black/White Roofing Material ND Composite Non - Asbestos Fibrous Content: 25% Glass Fibers < 1% Cellulose Sample Composite Homogeneity: Good Client: GFA International Inc. C /O: Mr. Steve Snyder Re: 10- 1471.00; Barry University - Garner Bldg. Reno. EMLab P &K 6301 NW 5th Way, Suite 2850, Ft. Lauderdale, FL 33309 (877) 711 -8400 Fax (954) 776 -8485 www.emlab.com Date of Sampling: 12 -14 -2010 Date of Receipt: 12 -14 -2010 Date of Report: 12 -16 -2010 ASBESTOS PLM REPORT: EPA- 600/M4 -82 -020 & EPA METHOD 600/R-93-116 Total Samples Submitted: 9 Total Samples Analysed: 9 Total Samples with Layer Asbestos Content > 1 %: 0 lass & Tar w/ White Roof - N. Roof - E. Side Center Lab 1D- Version$: 3250269 -1 • 0 Black Fiberglass & Tar w/ White Roof - N. Roof - W. Side Center ar w/ Whi Roof - S. Roof - E. Side Center Roof - S. Roof - W. Side Center Lab 1D- Version$: 3250270 -1 Lab ID Versioat: 3250271 - 1 Lab ID Version$: 3250272 - 1 The results relate only to the items tested. Interpretation is left to the company and/or persons who conducted the field work. The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. All samples were received in accepr:;;lc condition unless other r: ise noted. EMLab P &K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. $ A "Version" indicated by - "x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x ". EMLab P &K, LLC EMLab ID: 734405, Page 2 of 3 Sample Layers Asbestos Content Black Roofing Material ND Composite Non - Asbestos Fibrous Content: 15% Nylon 10% Glass Fibers 2% Cellulose Sample Composite Homogeneity: Good Sample Layers Asbestos Content Black Roofmg Material ND Composite Non - Asbestos Fibrous Content: 15% Nylon Sample Composite Homogeneity: Good Sample Layers Asbestos Content Black Mastic ND Composite Non - Asbestos Fibrous Content: < 1% Cellulose Sample Composite Homogeneity: Good ' Sample Layers Asbestos Content Black Mastic ND Composite Non - Asbestos Fibrous Content: 2% Cellulose Sample Composite Homogeneity: Good Sample Layers Asbestos Content Black Mastic ND Composite Non - Asbestos Fibrous Content: < 1% Cellulose Sample Composite Homogeneity: Good Client: GFA International Inc. C /O: Mr. Steve Snyder Re: 10- 1471.00; Barry University - Gamer Bldg. Reno. ASBESTOS PLM REPORT: EPA- 600/M4 -82 -020 & EPA METHOD 600/R-93-116 alant - N. Roof - E. Drain Lab ID- Version$: 3250273 -1 n Point Sealant - S. Roof - E. Drain 07 Black Penetration Point Sealant - S. Roof - W. Drain • 08 Black Flashing Sealant - N. Roof - N. Wall Center - S. Roof - S. Wa Center EMLab P &K 6301 NW 5th Way, Suite 2850, Ft. Lauderdale, FL 33309 (877) 711 -8400 Fax (954) 776 -8485 www.emlab.com Date of Sampling: 12 -14 -2010 Date of Receipt: 12 -14 -2010 Date of Report: 12 -16 -2010 Lab 1D- Version$: 3250274 -1 Lab ID- Version$: 3250275 -1 Lab ID- Version$: 3250276 -1 Lab ID- Version$: 3250277 -1 The results relate only to the items tested. Interpretation is left to the company and/or persons who conducted the field work. The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification. approval, or endorsement by NVLAP, NIST, or any agency of the federal government. All samples were received in acceptable condition a Jcs otherwise noted. Evil al, P &K reserves the right to dispose of all samples aflcr a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. $ A "Version" indicated by - "x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x ". EMLab P &K, LLC EMLab ID: 734405, Page 3 of 3 www.EMLabMtcom CHAIN OF CUSTODY Chow/ HMI, NJ: 1936 Ointi Avenue, Cherry Hill, N.J 08003 (8U) 671•1984 Phoenix, PZ: 1501 West Knudsen Drive, Phoenix* AZ 85027 (COO) 6$1402 San Brunk CA: 1160 SeyhIll Drive, MO. San Bruno, CA 94066 ' (86e) 8631953 • • %. • Inte ... LI roe *Nei Inc. Canted: Sieve Snyder P hone: (531)247-0070 Email: senyder@tearagfa.com PROJECT I NFOFINIATS31W. Project ID: /6 tve) F Elat *Ais."774/. it Sampling /2- .#4414124:00 zip Code: ['Date & Time: • Number SAMPLE • :" WM. BC • Sloesenenter MS • Andersen SAS - Surface Air Sam. or 0 - Other: SEE ATTACHED SHEETS • • .SAWIPLE TYPE:CODES ' OP • Content Plate ST • pore Trap: Man, Allareanoa. Burkett... .4.1=1■111... EMLab P&K • • .1' :CONTACT' INFOR MATION.. . T - Tape VIRZI Millbsk S O - S on Ares 1215 Wallace Delray Beach, FL 334144 Special InotroctIons: Positive Stop • Standard (OEFAU NO • Next Business Day SD - Same Business Day Flush WFI • Weuicondll-loliday m 0 - Due W - Water 'TURV•AROUNIMIECOOES-'4TAT) • *: ■•11101011.1• '• :WEATHER . • ••A f NNW Light Moderate Fin Fhtl Stow wled Clear • • „Heavy •■•••• • • 'Rushes recqiiiedffier2pcn or on weelieticK:AbSoonsidereci.7 receivcdiih0.1*.t kujitritio ay .4 •• 'Aied.000- lh ; ; . . : • • Jiyakffiligtoa . • •••.' :kaaff* • 4°S:'ElliOiCrable) e Riq a. • • • • • • • teTIME' /14g-re. 1 1 E 1 •IMI IN MIMI= 1111 11E111 1111 MEM •111111 NM MI NMI 111•111•11=1M 11•11E NIMI•11••11111 11E11111111=11•111•11111111 Mill 1111111111•11111111• BENI 11111•111•111111i Mil 11 11 • ..R Norpeulturab Spam Trap TapD Swab Sulk Bic 000734405 we 1 By submitting this Chain of Custody, you agree to be bound by the terms and cordnienS Set forth at irracarnlabpktoiniterrne.hen1 Copyright 2002-2003 EMLab P&K 11 ;•••:REOEINNOSY ' 11 *DATE Dap. n X0170 Flag: ea Pavlof& MOB Riga 1 of 1.0A quests 40) verb. bey eviAfixotAmotewtht. Try n,g, 1 g7. _94th AVeviske N se.mi,vvyte, FL 33 722 -59 3 -30 Asbestos .5tecrvetd Meciav zaL (1 spector) 1 L Tr &twi, T!i,s £s to Cert j that Stevew A sfruoder TrCt vtc /s i & accorda -witk Title P t = - MCA, 40 CFR. Part 76.3. Appevt.dtx C.- to Surf a as revised Date o aou.rse: 05/03 - 05/05/2010 E cp%rat► t > Date 0.5/0.f2 11 Certi. sate # 503101 CM LtAts: 30 Course # FL-900063/2 Prov%t er fL 4 0003 10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 E9 : oe BUILDING Permit No. It .. PER1VIIT APPLICATION Master Permit No. FBC 20 JOB ADDRESS: I %: i.: ::2431) AvE.. CQ E2_ k)iC City: Miami Shores Folio/Parcel #: 11i'3czCvCDGCsC•)C C'i Is the Building Historically Designated: Yes Miami Shores Village Building Department County: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Miami Dade Zip: `3 t NO Flood Zone: q DEC 0 8 N 10 i , , 0 Zip: Phone #: C 5 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder):I:2.1z._ �i°� " » Phone #: Address: I i 5('s"") (..)'E. 2 Lwr— City: NI.Ai ^jifll>25 State: 1r-l.. Zip: 3 lv \ Tenant/Lessee Name: i)/ A Phone #: Email: CONTRACTOR: Company Name: C 2 T C 2 nC .C�t P..` S Phone #: -"1 % '�Icf e, if cit \ State: OL. Vc State Certification or Registration : CC( 471L\ q Certificate of Competency #: ai Email Address: DESIGNER: Architect/Enginee Phone#: Value of Work for this Permit: $ ,29g 1 3 .(00 Square/Linear Footage of Work: __(r. - 1- Type of Work: OAddress DAlteration ONew 4Repair/Replace ODemolition Description of Work; • "TILE. COtt.v. **** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * q i Submittal Fee $7U. Permit Fee $ / . i-Q CCF $ CO /CC $ - Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ f300.3 0 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv f! d a reinspection fee will be charged Signature Owner or Agent L � The foregoing instrument was acknowledged before me this 1G' day of NOV . , 20 lb by C Sign: Print: My Commission Expire APPROVED BY who is ue sonall known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * *,,: * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) % /lans Examiner The foreg day of Structural Review My C Signature r Contractor sin �1 str was`acknpwledged before me this 6Va' 0.___ 20/6, by'E.1.t►Gf r% O. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY ' UBLIC: /Cat4L-Cd-1162 cS Sign: Print: � eiu al. K A C' del-) Witt! P. LAVRICELLA MY cQMMI$PION # 4L 57544 FFArgry 03, 2013 * * * * ** Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. TAX FOLIO NO.MOi3f.�C:C�GC%C STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of prope and street/address: Signature(s) of Owner(s) or Prepared By Print Name Title/Office V STATE OF FLORIDA COUNTY OF MIAMI -DADE Signatures) of Owne By .L 127.01 -52 PAGE3 3/10 2. Description of improvement: Fr...-2(1:‘ C &4 cz: 3. Owner(s) name and address: Interest in property: C71p:e) r 2 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: C r r, CO ei �,C T--t f1 C —, 444 v-7 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: 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, address and phone number: Pr_ A, i Al" 1 2 "39j6..‘ . C1O 8. In addition to himself, Owners 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, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF 'MMENCEMENT. uthorized Officer /Director/Partner /Manage Prepared By Print Name Title/Office 1 v ! The fore oin instJument was ac owiedged before me this Individually, or ❑ as Personally known, or ❑ produced the following type of id Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. FLORIDA, COON on 111111111111111111111111111111111111111111111 CFN 2010R0821I 078 DF' 2k 27513 Ps 1918; (113s RECORDED 12/08/2010 10:32:02 HARVEY R:UVI4lr CLERK. OF COURT MIAMI—DACDE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recordbig office Z-C- 12.k day of lym1"0" 2010 for ___INVarArthliegeallf entification• AIli.'r.''>f' youiLlf, Jeffry J Yao My Commission DD613542 ires 11/12/2010 er(s)'s Authorized Officer /Director/Partner /Manager who signed above: By • •ire irl'Ctl a )t 1NTY RULES AND RFGt1LATIONS Contractors Name: Cr ?.--' ∎ c\t� ZatAYN. Ef a A� tS . r Job Address: \ \ NDC> ROOF CATEGORY Mechanically Fastened Tile (D Metal PaneUShingies Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof 5i'Re- Roofing cD Recovering Q Repair faint ce..... Pe CD Asphaltic Shingles ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section B (Roof Planl Sketch Roof Plan: Illustrate all lave ons, r � � � , �� • - re, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of Q arapets. Florida Building Code E High Velocity Hurricane Zone Uniform Pe Section A General Inf C2) (4C1`) : � 1 inoWPT t • ' Iication F HL G DEPT 1!: Mortar /Adhesive Set Tile Wood Shin ieslShakes I IE=F. ij , �1t ,i Miami Shores Village ,OMPLIANCE WITH ALL FEDERAL ammiemisada 4 4 Total (SF) 2e4CY) t t Revised: 10/08/10 80' 81' 41' 7" 80' 111' ---> 14' 0 59' 74' < 30'- O 161' Roof Svsterm Manufacturer: - p Notice of Acceptance - lumber: N - - Cs — IA 0. .C:51 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations )• 1: 5{7. Cc P2: P3: \3. 9 Maximum Design Pressure (From the Product Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof Slope: 5 : 12 Ridgptilation? Steep Sloped Roof System Description Deck Type: '/B" cu1/4sClOb C.S Type Underlayment: Insulation: Mean Roof Height: Fire Barrier: U/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: I ;Llik , \S Roof Covering: LA ..p.r. Type & Size Drip Edge: ek Ws FJA'U t .2 2.1tws i.7 " CX PYFt 2c w Cam" QC S U" x Al, NusA- CEO c A FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section D ( Steep Simper! Roof System) (Pa: x L - x w. - rl Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier .. Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F. Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W _width Product Approval All calculations must be submitted to the building official at the time of permit application. M r= • uired Moment Resistance* Mean Roof Height -0 Roof Slope ,I, 16' 20' 25' 30' 40' 2:12 34.4 35.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.R 34.9 6:12 26.4 28.0 29.4 30.5 124 7:12 24.4 26.9 27.1 28.2 30.0 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Spctinn F (Tile CaIctdations) For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method y 1 "Moment Based Tile Calculations Per RAS 127" (PI: St/Sx = l&7 - Mg: ( .d# = M ?a • 21 Product Approval Mf Lic).ti.A (P x) . `t t1."1 ) - M 11 = Mr21O -i S Product Approval Mf W � (P3: x A ®2 ) - Mg: = Mr3 I G .24 Product Approval Mf • FLORIDA BUILDING CODE - BUILDING Method 2 "Simplified Tile Calculations Per Table Below" ROOF ASSEMBUES AND ROOFTOP STRUCTURES *Must be used in conjunction with a list of moment based tile systems endorsed by the Browaed County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F• with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: = - W: x cos B = Frl Product Approval (P x L = x w: - W: x cos 9 = F Product Approval F' - - W x cos B = F Product Approval F MIAM IOAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) A* MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 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 done 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 renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained 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 Manufactured by Annlicant Dimensions Monier Lifetile LLC Saxony (Shake, Slate and Split Shake) Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 1= 16 w = 12 -3/8" .6" thick 1= varies w = varies varying thickness Test Specifications 7161 -03 Appendix III 94-084 94 -060A 25- 7183 -6 25- 7183 -5 TAS 112 TAS 112 Product Description Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 2 of 8 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. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Nutting Engineering 129 Static Uplift Testing PA 102 (1 Quite Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4:1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 07. 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 3 of 8 Table 3: Restoring Moments due to Gravity - M (ft-WO Tile Profile 2 ":12" 3 "•12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 • 6.18 6.66 6.02 6.48 °' Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Spilt Shake) Tile 11.8 1.375 1.02 Table 2: Aerod namic Multi' Hers - A ft Tile A, (ft ) Mft) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split 0.185 0.200 Shake) Tile ..— 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 513 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment MI (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.3' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 5 of 8 Table 7: Attachment Resistance for Sin . le Pact' Expressed as a Moment - M1 (ft-Ibf) Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProTM 5 Tile -rite Roof Tile Mortar. PolyProTM � 4 3 Large paddy placement of 45 grams of PolyProm. 4 Medium paddy placement of 24 grams of PolyProTm. Table 8: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set 43.9 5 Tile -rite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". Or BORALLIFETILE MONIERLIFETII.E LLC, SAXONY TILE (LASE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 6 of 8 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 the Building Official or applicable building code in order to properly evaluate the installation of this system PROFILE DRAWINGS NAIL HOLES 17 " :; / OVERLAY WATERLOCK 12 3/8" MONIERLIFETILE SAXONY CONCRETE RooF TILE (SLATE MODEL) 1 3/18 " (slate; 1 5/16 " (shak NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 8 of 8 MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ,Po ystick MTS, JR - Xe, TU, 11111lis and TU P LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following ,statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 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 done 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 revises NOA No. 08- 0929.03 . and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3 - 60 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32'10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof file underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self-adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 09 -0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC . Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. INSTALLATION PROCEDURES: Deck Type 1: Base Sheet: Fastening: Membrane: Surfacing: 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the Membrane is applied. . All side laps shall be a minimum of 3 -VP and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall,be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA - 033 -02 -01 PUSA - 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 Wood, non - insulated One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick membranes self - adhered. None NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 3 of 6 Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. 1R-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR -Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. MIAMI DADE COUNTY APPROVED 6 P Roofing Tiles (6 Max Per Stack) 12 NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 6 of 6 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A13160 RENEWAL of this NOA shall be 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 after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 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 done 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where 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 RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.61bs. /f1. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / IF` 2: F= MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before 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. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Piave enough adhesive to achieve 1Tto23 45)Itai for square Inches in contact with the pan tile P Pitch aPP a To 1 tn. From 2) rum covers upside Place adhesive 112 In. \ / outside Then install the tk edge of overate. *, 4s t1e0 dough plastic cement top parflon otthe eave course cover Ms Abut to savored course of pen glee. Ensure save end of pan and cover tiles are Rush at eave One. Eaveclosure Weephole fascia 1 ) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 1 Nail through plastic cement x3in. Single paddy on under - layment Single paddy on top of file Single paddy under ale Paddy (between tile) Paddy (under tile) 2 in. X 7 in. medium size paddy eave Fascia course only Eave course Nail through plastic cement tie- 3 in. x 3 In. Single paddy on underlayayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nall through plastic cement Underlayment in. x 3 In. Single 4In. paddy on under - layment Single paddy on top of tile Eave Course Single paddy under the Single paddy between tile 2111.x 7 in. medium she paddy eave course only Fascia Wee Eave closure Drip edge Single paddy between tile Eave Closure 21n. x 7 in. medium Fascia paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 } SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3.E 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 to be performed. 4. *jr- Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 4 B%--- Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. d Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be d. It may be beneficial to consider additional venting which can result in extending the service life of the Owner /Agent's Signat re Date Contractor Signature Date Revised on 7/9/2009 LD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIDA BUILDING CODE — BUILDING ZONING DEPT Florida Building Code Editi . n 2007 APPROVED High Velocity Hurricane Zone Uniform Permit A Master Permit No. 1Lt"� � tr —#2,1 ( 4 Contractor's Name( 9:1:11 Y F [ s -\ Job Address f�� k ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Iflt Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Proc S9k paznymn IAN 1 1 2011 16 — 2AG fr Miami Shores vill BLDG DEPT ( A - r - T -- A c - v - v c i BY cy,4 ss No. SURJFFCT TO COMPLIANCE WITH ALL FEDERAL I Y\I I Lh5 ] Ni\ru HIUULATIONS Low Slope ❑ Mechanically Fastened Tile l Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3 ae, cncc) 3Q ,30o Section B (Roof Plan} 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 parapets. DATE //fit ti 119' 119' 110' 6" g, 12' h h <40' Section C (Low Slope Application) Fill in specific roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: A oc., Y Product Approval No.: - ( -\O Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: QT f, •1 1 Pmax3: 1 Max. Design Pressure, from the specific Product Approval system: — '1 Deck: Type: L, V 1 C✓ / S Gauge/Thickness:_ Slope: �° Anchor /Base Sheet & No. of Ply(s): �1 >4. 1 AnchorBase Sheet Fastener/Bonding Material: - v ;1° LW C., SAS s1.31 S Insulation Base Layer: 1.-.)/ Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): r\ Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Plx ?s Material: FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Top Pl )2 ri ■30 irk ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: Sk "oc @ Lap, # Rows l @ $ " oc Perimeter. C " oc @ Lap, # Rows i @Co " oc Corner ( " oc @ Lap, # Rows t @ (A " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit • v A FT FT Parapet Height Mean Roof Height Project Name Project Address Deck Substrate Configuration Occupancy Category Exposure Condition Building Type Wind Velocity (mph) Slope V Uplift Pressures qz Kz 45.340 0.850 Field Perimeter Comer Base Sheet Width Fasteners Fastener Spacing in Fastener Spacing in Forensic Engineering Consultants, Inc. P -53.50 psf P2 -89.77 psf -89.77 psf P3 Proposed System Product Approval No. System Design Pressure Min. Characteristic Resistance Force -64.58 Ibf -84.20 Ibf (MCRF from TAS -105 by CIS) Fastener Spacing {(MCRF /P,) x 144} /Row Spacing No. of Rows of Fasteners 2 3 4 Field Fastener Spacing Perimeter Fastener Spacing Comer Fastener Spacing 36 inches Side Lap Tri-Fixx Fasteners Lap of Base Sheet Field of Base Sheet RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field Perimeter Comer 1 row in the laps at 8 inches o.c. 1 row in the laps at 6 inches o.c. 1 row in the laps at 6 inches o.c. These calculations have been done in accordance with ASCE 7 -05, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Foren ''c Engineering Consultants, Inc. R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Barry University - Garner Building - 2 Levels 11300 NE 2nd Avenue Miami Shores, FL - 33161 Lightweight Concrete Low Slope 111 C Enclosed 146 0.0 Slope H 12.0 Slope Angle 0.00 P = q z (GC - GC q = 0.00256 K K Kd V I K Kd V 1 GC GC 1.00 0.85 146 1.15 -1.00 0.18 Field -1.80 0.18 Perimeter -1.80 0.18 Comer BASE SHEET ATTACHMENT CALCULATIONS Soprema Modified Bitumen Roof System 09- 0402.18 (Page 21 of 45) Fastening # 2 -75 psf 11.21 6.68 6.68 8 inches 8 inches 16.82 10.03 10.03 Max. Roof Height Roof Area (Total) Max. Roof Width Perimeter Width Parapet Height FEC Report No.: CIS -BS- 10.022 5 inches Net Width 31 inches # Rows # Rows 22.43 13.37 13.37 15.0 Feet 4022 Sq.Ft. 40.0 Feet 4.0 Feet 3.5 Feet 1 1 1 row in the field of the sheet at 8 inches o.c. 1 row in the field of the sheet at 6 inches o.c. 1 row in the field of the sheet at 6 inches o.c. 5 28.04 16.71 16.71 Forensic Engineering Consultants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 GENERAL INFORMATION: Job Name: Job Address: TESTING APPLICATION STANDARD (TAS) No. 105-95 APPENDIX TAS 105 -A FIELD WITHDRAWAL RESISTANCE TEST RESULTS Barry University - Gamer Building 11300 NE 2nd Avenue Miami Shores, FL 33161 Job Site Contact: Certified Roofing Specialists, Inc. 954- 781 -7663 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105 -A Testing Agency: Cleary Inspection Services, Inc. Address: 1017 North "H" Street Lake Worth, FL 33460 Telephone: (561) 722 - 9881 Fax: (561) 582 - 8039 Representative Name: Katherine I. Cleary Title: Inspector Test Apparatus: COMTEN MODEL SERIAL # 20505002 BUILDING/ROOF SYSTEM INFORMATION: AREA ONE Approx. Roof Area Height: Height: = 13 ft. Roof Area Dimensions: Length: = 59 ft. Second largest dim.. = 18 ft. Total roof area: = 1062 ft. Perimeter width: = 3 ft. Perimeter area: = 390 ft.2 Comer area: = 36 ft. Parapet Height: = 3.5 ft. BUILDING/ROOF SYSTEM INFORMATION: AREA TWO Approx. Roof Area Height: Height: = 17.5 ft. Roof Area Dimensions: Length: = 74 ft. Second largest dim. = 40 ft. Total roof area: = 2960 ft. Perimeter width: = 4 ft. Perimeter area: = 784 ft. Comer area: = 64 ft. Parapet Height: = 3.5 ft. AREA ONE SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 T1 100 X 2 T2 90 X 3 T3 80 X 4 T4 85 X 5 T5 85 X 6 T6 85 X 7 T7 85 X 8 T8 85 X 9 T9 90 X 10 T10 90 X 11 T11 100 X 12 T12 • 105 X 13 T13 90 X Barry University - Gamer Building 11300 NE 2nd Avenue Miami Shores, FL 33161 FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? No Tool: Hammer Fastener type: Tri-Fixx Fastener Manufacturer: Soprema TEST INFORMATION: AREA ONE Test Date: Number of Test Conducted *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck: Lightweight * See TAS 105 -9 to determine number of tests STATISTICAL ANALYSIS: AREA ONE No. of Tests 't' Estimator Mean Failure Load: Sample Standard Deviation: Minimum- Characteristic Resistance Force: 2 Cleary Inspection Services, Inc. Tel. (561) 722 -9881 Fax (561) 582 -8039 Email: clearyinspections@msn.com n= t' _ F= SF= F'= 12/1/2010 13 13 2.179 90 lbf 7.07 lbf 84.2 lbf AREA TWO SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 T1 140 X 2 T2 90 X 3 T3 95 X 4 T4 100 X 5 T5 105 X 6 T6 110 X 7 T7 105 X 8 T8 100 X 9 T9 80 X 10 T10 80 X 11 T11 85 X 12 T12 85 X 13 T13 80 X Barry University - Garner Building 11300 NE 2nd Avenue Miami Shores, FL 33161 TEST INFORMATION: AREA ONE Test Date: 12/1/2010 Number of Test Conducted 13 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck: Lightweight * See TAS 105 -9 to determine number of tests STATISTICAL ANALYSIS: AREA TWO No. of Tests 't' Estimator Mean Failure Load: Sample Standard Deviation: Minimum- Characteristic Resistance Force: Sincerely, Cleary Inspection Services, Inc. therine I. Cle Miami -Dade Lab Certification No. 05- 0901.16 3 Cleary Inspection Services, Inc. Tel. (561) 722 -9881 Fax (561) 582 -8039 Email: clearyinspections@msn.com n= t' = F= SF= F'= 13 2.179 96.53 lbf 16.1 lbf 86.8 lbf k.) 12.1611° R.N. Sailappan, P.E. Florida Registration No. 46696 Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in TAS 117, shall utilize the minimum characteristic resistance for (F') determined in compliance with Section 9 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105. 2. A safety factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Area One ♦ — • • I 1 3'6" 13' Cleary Inspection Services, Inc. Telephone (561) 722 -9881 Fax (561) 582 -8039 Email: clearyinspections @msn.com Barry University — Garner Building 11300 NE 2 Avenue Miami Shores, FL 33161 Test Date: 12/01/2010 Roof Area Building and Parapet Heights. (If no parapet exists, "N /A ") Ground Level Page 4 Area Two ♦ — • v I 3'6" 17'6" Ground Level Z< 59' 'Building Information Sheet' Barry University — Garner Building 11300 NE 2nd Avenue Miami Shores, FL 33161 Test Date: 12/01/2010 18' 40' T1 T2 T3 T4 T5 T10 T11 T12 T6 T7 T8 T9 T13 18' T1 T2 T3 T4 T5 T9 T6 T7 T10 T11 T12 T13 T8 40' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 5 Cleary Inspection Services Tel. (561) 722 -9881 Fax (561) 582 -8039 Email: clearyinspections@msn.com 74' +I1=CIPM• -4TiE CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012 -2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +1- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT PART AND CUSTOMER INFORMATION MODEL #: DFG2W2000 CUSTOMER: CLEARY INSPECTION SERVICE INC CALIBRATION DATA APPLIED VALUE (LB) 0.00 200.00 400.00 600.00 800.00 1000.00 1200.00 1400.00 1600.00 1800.00 2000.00 CAL EQUIP; S-4000 CAL DATE: 9/10/2010 CERTIFICATE NUMBER: 16611 CALIBRATION DATE: 10/12/2010 EXPECTED VALUE (LB) 0.00 400.00 800.00 1200.00 1600.00 2000.00 CALIBRATION EQUIPMENT USED SERIAL #1: 23797 SERIAL #2: COMTEN INDUSTRIES toad cell S -4000, SIN 23797 and CQTM -5, SIN 23806 were calibrated at Morehouse Instrument Co. according to ASTM E -74 and conforming to ISO /IEC 17025 and ANSUNCSL Z540.1. The uncertainty is 0.341 Lbf. Report No: 2379711010. CONDITIONS TEMPERATURE 75.2 °F RELATIVE HUMIDITY: 32 % AS FOUND NOTES: ( * Indicates that the part was out of tolerance) RUN 1 (LB) 0.000 402.000 800 000 1202.000 1600.000 2000.000 THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. VALIDATION SERIAL #: 20505002 CUSTOMER #: CLE33460 FULL SCALE ERROR 0.000 0.000% 402.000 0.100% 800.000 0.000% 1202.000 0.100% 1600.000 0.000% 2000.000 0.000% AVERAGE (LB) CALIBRATION PERFORMED BY: JR ps • +.dam*.,,:. Calibration not valid without CERTIFIED stamp and initials 6405 -49th Street North, Pinellas Park, FL 33781 -5724 ` 727 -520 -1200 ' FAX 727- 520 -0299 E -Mail: sales @com- ten.com * Web: www.com - ten.com BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Lightweight Insulating Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 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 done 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 revises NOA No. 07- 1217.10 and consists of pages 1 through 45. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0402.18 Expiration Date: 02/22/11 Approval Date: 05/27/09 Page 1 of 45 Deck Type 4: Lightweight Concrete, Non - Insulated Deck Description: Cellular Concrete, LLC. Lightweight Insulating Concrete, 300 psi. min System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Deck: Minimum 22 ga., type BV steel decking attached to support spaced at 5' o.c. maximum using 3/8" puddle welds with washer (every bottom flute). Steel deck side laps are attached three Traxx 1 #10 evenly spaced between supports or structural concrete deck. Base Sheet: One ply of Soprafix, Soprafix-e, Soprafix [Sr Soprafix *, Soprafix [X]* or Soprafix [H] fastened to the deck as described below: Note: Soprafix [H] is for use with a self - adhered cap membrane. *Requires heat welded cap membrane. Fastening #1: Attach base sheet using Tri -Fixx Fasteners spaced 9" o.c. in a 5" lap. The side lap fastener row is encapsulated in the heat welded lap. (Maximum Design Pressure — 45 psf — See General Lbnitation #7.) Fastening #2: Attach base sheet using Tri -Fixx Fasteners spaced 8" o.c. in a 5" lap and 8" o.c. in one center rows. The side lap fastener row is encapsulated in the heat welded lap and the center row is stripped -in with a 8" wide strip of torch applied membrane. (Maximum Design Pressure — 75 psf — See General Limitation #7.) Ply Sheet: (Optional) One ply of Elastophene Flam *, Elastophene Flam 22 *, Sopralene (180, 250 or 350) Flam *, or Sopralene (180, 250 or 350) SP, heat welded. *Requires heat welded cap membrane. Membrane: Elastophene SP 2.2mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flan FR GR, FR+GR, Elastophene Flam LS FR GR, Soprastar Flam, Soprastar Flam 180, Sopralene (180, 250, 350) Flam GR, Sopralene 180, 250, 350) Flam FR GR, FR +GR, or Sopralast 50 TV Alu, heat welded Or Colphene FR GR, Colphene GR, Colphene HR FR GR, self adhered to sand surfaced base or ply membrane. Or Soprastar Stick, self - adhered to Elastocol 600c primed sand surfaced base or ply membrane *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system Maximum Design Pressure: See Fastening Requirements above NOA No.: 09- 0402.18 Expiration Date: 02/22/11 Approval Date: 05/27/09 Page 21 of 45 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 300 psi. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0402.18 Expiration Date: 02/22/11 Approval Date: 05/27/09 Page 45 of 45 434 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Unless otherwise indicated, when a noncombustible deck system is insu- lated with a minimum 1 -1/2 in. thick polyisocyanurate insulation, one or more layers of G1 or G2 may be mechanically fastened or hot asphalt attached directly to the roof deck without changing the Classification of the system. Unless otherwise indicated, the use of a vapor retarder (not UL Classified) or ply sheet as a vapor retarder in a roofing assembly, either on combustible or noncombustible roof deck and beneath the roof insulation, is acceptable and will not change the existing Classification for the system. The vapor barrier may be viewed as optional in all Classified roofing systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot roofing asphalt or UL Classified urethane insulation adhe- sive. 1 in. thick min. tongue and groove board is a suitable alternate for 15/32 in. thick plywood decks with all joints Except for systems that do not include insulation within the Classification; the following systems may utilize any thickness of life, urethane, polyisocyanurate, combination of ' glass ste fiber, poly- polyurethane / perlite insulation hot mopped or m mechanically f fastened. fiber insulation is a suitable substitute for all insula or on non ombu Woof decks only. References to polyisoclanurate insulation may include "M- Shield ", "Tapered M- Shield", "M-Shield-CG" or "Tapered M- Shield -CG" 1. Deck NC Class A - Ballasted (Optional): Polyisocyanurate, 2 Insulation (O P yisocyanurate, glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): One or more plies Type G1 or G2, "Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Membrane: One or more plies " Elastophene Sanded," " Elastophene 180 Sanded," "Sopralene 180 Sanded," " Sopralene 250 Sanded," "Sopralene 250 GR," " Sopralene 350 Sanded," " Sopralene 350 GR" or "Sopralene Flan 350 FR GR," heat fused or adhered with hot roofing Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 Ibs /sq embedded into hot roofing asphalt, concrete pavers, 10 lbisq/ft min or riverbottom stone at 1000 lb /sq. 2. Deck C -15/32 Incline: 2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Coat One or more plies Type G1 or G2, " Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt.. Ply Sheet One or more plies "Flastophene Sanded," " Flastophene 180 Sanded" or " Sopralene 180 Sanded," adhered with hot roofing asphalt. Membrane: "Sopralene 180 Sanded" or " Sopralene 250 Sanded," heat fused or adhered with hot roofing asphalt, Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 Ibs /sq embedded into hot roofing asphalt concrete pavers, 10 lb /sq /ft min or river bottom stone at 1000 lbs /sq. 3. Deck C -15/32 Incline: 2 Insulation, (Optional): Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinations, any thickness. Base Sheet (Optional): One or more plies Types Gl, G2, " Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot asphalt. Membrane One or more plies or combinations of the following membranes: "Elastophene Sanded," " Elastophene 180 Sanded," "Sopralene 180 Sanded," " Sopralene 250 Sanded," " Sopralene 350 Sanded," " Sopralene 350 GR," adhered with hot asphalt one of the following cold applied adhesives at 1.5 gal /sq /ply: "FM Adhesive (VOC), ' "FM Adhesive," "High Velocity Membrane Adhesive" or Imperbel "7U". Surfacing: River bottom stone (3/4 to 1 -1/2 in.diam) at 1000 lbs /sq or concrete pavers at 10 lbs /sq spaced a max of 1/8 inapart. Class 1. Deck NC Incline: 2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt. Membrane: "Elastophene FR GR," adhered with hot roofing asphalt. 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued 2. Deleted 3. Deck: NC Incline: 3/4 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, . wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2, " Sopraglass 40" or "Sopraglass 100,' ntechani Illy fastened or adhered with hot roofing asphalt. Membrane: "Sopralene 180 Sanded" or "Sopralene 250 Sanded," heat fused or adhered with hot roofing asphalt, Surfacing. " Cural" Aluminum Roof Coating at 2 gal /sq. 4. Deck: NC Incliner 2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot . roofing asphalt. Base Sheet One or two plies Type G2, " Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): "Elastopliene Sanded," "Elastophene 180 Sanded," adhered with hot roofing asphalt. Membrane: " Elastophene FR GR," " Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm" or " Sopralene 25() FR GR," adhered with hot roofing asphalt or " Elastophene Flam FR GR," " Sopralene Flam 180 FR GR ", " Sopralene Flam 180 FR GR" or "Sopralene Flam 250 FR GR," heat .fused in place. 5. Deck C -15/32 Incline: 2 Insulation: Polyisocyanurate, glass fiber, rock wool, perlite, 2 in.min, mechanically fastened or adhered with hot roofing asphalt. Base Sheet "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt. Membrane: "Elastophene FR GR," adhered with hot roofing asphalt. 6. Deck C -15/32 Incline: 2 Insulation: Polyisocyanurate, 1 -1/4 in. Min, mechanically fastened or adhered with hot roofing asphalt, covered with 1/2 in wood fiber, with joints offset 6-in. from joints in deck, mechanically fastened or, adhered with hot roofing asphalt. Base Sheet " Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt. Membrane: " Elastophene FR GR," adhered with hot roofing asphalt. 7. Deck NC Incline: No Limitation Insulation (Optional): Polyisocyanurate, glass filler, perlite, wood fiber, any combination, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2 or " Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt; or " Flastophene Flam," mechani• cally fastened or heat fused. Membrane: "Mammouth Alu Elam," "Magnmouth "40 TV Alai,' "Sopralast TV Copper" or "Sopralast 50 TV Alu," heat fused or adhered with hot roofing asphalt. 8. Deck C -15/32 Incline: No Limitation Insulation (Optional): Glass fiber, perlite, wood fiber,1 in.min. Base Sheet Type G2 or " Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt; or "Elastophene Flan," mechani- cally fastened or heat fused. Membrane: "Mammouth Alu Flam" or "Mammouth 40 TV Alu," heat fused or adhered with hot roofing asphalt. 9. Deck NC Incline: 3/4 Insulation (Optional): Glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened or adhered with :' hot roofing' asphalt. Base Sheet Type G2, " Sopraglass 40" or " Sopraglass 1007 mechani- cally fastened or adhered with hot roofing asphalt. Ply Sheet: : " Elastophene Sanded," "Elastophene 180 Sanded," "Elas- tophene PS" or "Elastophene 180 PS," adhered with hot roofing asphalt. Membrane: " Sopralene 180 Sanded" or " Sopralene 250 Sanded," heat fused or adhered with hot roofing asphalt. Surfacing: "Cural" Aluminum Roof Coating at 2 gal /sq." 10. Deleted . 11. Deleted 12. Deck: NC Incline: 1 ' Insulation (Optional): Polyisocyanurate, glass fiber perlite, wood fiber, Partek "Faro. Baseboard /Capboard," any thickness, mechanically fas- tened or adhered with hot roofing asphalt, Base Sheet (Optional): . Type G2, " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt.: LOOK FOR THE UL MARK ON PRODUCT 13. 14. 15. 1 16. I 17. D I v c n Ib 18. De 1 a: 13 tli M ac 436 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued except as noted, mechanically fastened or adhered with hot roofing asphaltNOTE: Classified base sheet below required when optional insulation is used. Base Sheet (Optional): One or more plies Type Gl, G2,. " Sopraglass 40," " Sopraglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): One or more plies "Elasatophene Sanded," "Elastophene 180 Sanded," "Elastophene • 180 PS," "Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or "Sopralene Flam 180," or " Elastophene Flan," mechanically fastened or heat fused in place. Membrane: " Elastophene FR GR ", "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", " Sopralene 250 FR GR," adhered with hot roofing asphalt, or "Elastophene Flam FR GR," " Sopralene Flam 180 FR GR," "Sopralene Flam 180 FR GR 3.5 ram" or "Sopralene Flam 250 FR GR," heat fused in place. 25. Deleted 26. Deleted 27. Deck: NC Incline: 2 Insulation: Premier Industries Insulfoam EPS Type "I," "11, " "VIII," "IX" or "R- Gard," any thickness, any combination, mechanically fas- tened or adhered with UL Classified urethane insulation adhesive or hot roofing asphalt. Base Sheet Soprema "EPS Flam Stick" FR, self adhered. Membrane "Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 FR+ GR" or " Flastophene Flam FR+GR", heat welded. 28. Deck: NC Incline: 1 Insulation: Premier Industries Insulfoam EPS Type "I," "II," "VIII "IX" or "R-Gard," any thickness, any combination, mechanically fas- tened or adhered with UL Classified urethane insulation adhesive or hot roofing asphalt. Base Sheet Soprema "EPS Flam Stick," self adhered. Membrane: "Sopralene Flam 180 FR+ GR," "Sopralene Flans 250 FR+ GR" or "Elastophene Flam FR+GR", heat welded. 29. Deck: NC Incline: 1 Insulation (Optional): UL Classffied polyisocyanurate covered with UL Classified glass fiber, rock wool, perlite, wood fiberboard, G-P Gypsum DensDeck®, 1/4 in. min or Pittsburgh Corning "FOAMGLAS," any combination, any thickness except as noted.Note: Classified base sheet or ply sheet required when optional insulation is used, except on "FOAM - GLAS". Base Sheet (Optional): One or more plies Type G1, Type G2, "Soprag- lass 40," " Sopraglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. • Ply Sheet (Optional): One or more plies "Elastophene Sanded," "Elas- tophene 180 Sanded," " Elastophene 180 PS," "Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or "Sopralene Flam 180" or " Elastophene. Flam," mechanically fastened or heat fused in: place. Membrane: " Elastophene. FR GR," " Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", " Sopralene 250.FR GR, adhered with hot roofing asphalt or "Elastophene Flam FR GR," " Sopralene Flam 180 FR GR ", " Sopralene Flam 180 FR GR 3.5 mm" or " Sopralene Flam 250 FR GR," heat fused in place. 30. Deck C -15/32 Incline: 1 Barrier Board: 1/4 (min) G-P Gypsum - DensDeck® or 1/2 in.(min) gypsum board with 6-in. offset to plywood joints. Insulation: Premier Industries "Insulfoam EPS" Type "I," "VIII," "II," "IX" or "R-Gard," any thickness. Base Sheet: "EPS FLAM STICK," self adhered. Cap Sheet " Sopralene Flam 180 FR +GR," " Sopralene Flam 250 FR+GR" or " Elastophene Flam FR+GR", heat welded. 31. Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinations, any thickness. Base Sheet (Optional): One or more plies Types Gl, G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot asphalt. Membrane: One or more plies or combinations of the following membranes: "Elastophene Sanded," "Elastophene 180 Sanded," "Sopralene 180 Sanded," "Sopralene 250 Sanded," "Sopralene 350 Sanded," "Sopralene 350 GR," adhered with hot asphalt or one of the 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued following cold applied adhesives at 1.5 gal /sq /ply: "FM Adhe (VOC)," "FM Adhesive," "High Velocity Membrane Adhesive" Imperbel "7U" . Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 Ibs/ embedded into hot asphalt or one of the following cold applied adt ..,.; sixes: "FM Adhesive (VOC)," "FM Adhesive," "High Velocity Mem brane Adhesive" or Imperbel '7U," at 3 to 4 gals /sq. - 32. Deck C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinations, any thickness. Base Sheet ( Optidnal): One or more plies Types G1, G2, " Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot asphalt, Membrane: One or more plies or combinations of the following me n branes: "Elastophene Sanded," "Elastophene 180 Sanded," " Sopralene, 180 Sanded," " Sopralene 250 Sanded," " Sopralene 350 Sanded,'t4 " Sopralene 350 GR, " adhered with hot asphalt or one of the followin cold applied adhesives at 1.5 gal /sq /ply: "FM Adhesive (VOC)," "PM Adhesive," "High Velocity Membrane Adhesive" or Imperbel "7U ". Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 lbs/ embedded into hot asphalt or one of the following cold applied adhei, ,sixes: "FM Adhesive (VOC)," "FM Adhesive, "High Velocity Merv, brane Adhesive" or Imperbel "71/," at 3 to 4 gals /sq. 33, Deck: C- 15/32 , Incline: 1/2 Insulation (Optional): (2 in.max) Polyisocyanurate, glass fiber, rock wool or perlite, any thickness, mechanically fastened with 6-in. sta is erect joints from the plywood joint. Slip Sheet: ;Tritex ROCROOF®, loose laid or mechanically fastened. Ply Sheet One ply "Soprafix," "Soprafix(x)" or "Sopralene Flam 180," mechanically with heat-welded seams. Membrane: " Elastophene Flam FR GR" or "Elastophene Flam FR+GR," heat welded or "Colphene FR GR," self adhered. 34. Deck: C -15/32 Incline: 1/2 Insulation (Optional): (2 in.max) Polyisocyanurate, glass fiber, rock wool or perlite, any thickness, mechanically fastened with 6-in. staggered joints from the plywood joint. Barrier Board: G-P Gypsum DensDeck® or DensDeck Prime®, 1 /4-in. min, mechanically fastened with 6-in. staggered joint from the plywood joints. Ply Sheet: One ply "Soprafix," "Soprafixx" or "Sopralene Flam 180," mechanically fastened in -lap with. heat - wielded seams. Membrane: "Flastophene Flam FR GR" or "Elastophene Flam FR +GR," heat welded or "Colphene FR GR," self adhered. 35. Deck: NC Incline: 2 Insulation (Optional) : Polystyrene any thickness. Base Sheet: " Sopra" ESHAvent® or "Sopra" ESHAvent®HM, self adhered. Membrane: "Sopralene Flam 180 FR+GR" or " Sopralene Flam 250 FR+GR," heat fused. 36. Deck C -15/32 Incline: 3 Barrier Board : 1/4 -in. (min) DensDeck® with all joints staggered 6-in. from the plywood joint. Primer. "Elastocol 600c" applied to the barrier board at 1 gal /sq. Base Sheet: "Sopra" ESHAvent®, self adhered. Membrane: "Elastophene Flam FR+GR," heat fused. 37. Deck: NC - Incline: 1-1/2 Insulation Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete and structural concrete. Primer: "Elastocol 600c" applied at 1 gal /sq. Base Sheet " Sopralene Flam Stick" or "EPS Flam Stick" self adhered. Membrane: "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 250 FR GR," heat fused. 38. Deck: C -15/32 Incline 1 -1/2 Insulation (Optional): Any UL Classified any thickness Barrier Board : 1 /4-in. min G-P Gypsum DensDeck® or DensDeck Prime® with all joints staggered 6-in, from the plywood joints. Primer. "Elastocol 600c," applied at 1 gal /sq. Base Sheet: "Sopralene Flam Stick" or "EPS Flam Stick," self adhered. Membrane: " Sopralene Flam 180 FR GR", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 250 FR GR," heat fused. 39. Deck C -15/32 Incline: 4 Insulation (Optional): Polyisocyanurate any thickness. Barrier Board: 1 /4-in. min GP Gypsum DensDeck® with all joints staggered 6 -in. from the plywood joints. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Base Sheet "Sopralene Flam 180" or "Soprafix," mechanically fastened in the membrane laps. Membrane: "Elastophene Flam FR +GR,' heat fused. 40, Deck: C -15/32 Incline: 1 -1/2 Vapor Retarder. Type G2, loose laid. Insulation: Polyisocyanurate, 1.5 in. min, mechanically fastened, ith • 6-in. min staggered joints. Insulation:. Polyisocyanurate, 1.5 in. min, adhered with hot asphalt, with 6-in. min staggered joints. Insulation: 3/4 in. min perlite, adhered with hot asphalt, with 6;1n. min staggered joints. Base Sheet One ply Type G2, adhered with hot asphalt. Ply Sheet "Elastophene Sanded," "Sopralene 180 Sanded" qr "Flas- tophene 180 Sanded," adhered with hbt asphalt. Membrane: "Flastophene FR GR" or "Sopralene 180 FR GR ", " Sopralene 180 FR GR 3.5 mm" adhered with "FM Adesive" at 1.5 gal /sq or hot asphalt. 41. Deck: NC Incline: 1 Insulation (Optional): Polystyrene, any thickness. Base Sheet "Sopra" ESHAvent® OR "SOPRA" ESHAvent® self - adhered. Membrane "Sopralene Flam 180 FR GR", " Sopralene Flam 180 FR GR 3.5 mm ", "Sopralene Flam 250 FR GR" or " Elastophene Flam FR GR" heat fused. 42. Deck: NC Incline: 1 Insulation: Polyisocyanurate, glass fiber, rock wool, perlite or wood fiber, any thickness or any combination, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: "Flastophene Sanded," " Elastophene 180 Sanded, " "Sopralene 180 Sanded," "Sopralene 250 Sanded," adhered with hot roofing asphalt or "Elastophene Flam," " Sopralene Flam 180," "Sopralene Flaw 250," mechanically fastened or heat welded. Membrane: " Elastophene FR GR," " Sopralene 180 FR : GR ", "Sopralene 180 FR GR 3.5 mm" or "Sopralene 250 FR GR," adhered with hot roofing asphalt or "Flastophene Flam FR GR," " Sopralene Flam 180 FR GR ", " Sopralene Flam 180 FR GR 3.5 mm ", " Sopralene Flinn 250 FR GR," " Elastophene FR GR," " Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm" or "Sopralene 250 FR GR," mechanically fastened or heat welded. Primer. "RP" NOVA at 3 - gal /sc), Surfacing. "R" NOVA" or Henry Co. "Henry 280DC" or National Coatings Corp. "Acrylic 500" applied at 2- gal /sq. 43. Deck: C -15/32 Incline: 2 Barrier Board: (1 /4-in. min) G-P Gypsum DensDeck® or DensDeck Prime®, with all joints staggered 6-in. (min) from the plywood joints. Primer. " Elastocol 600 c" at 1 gal /sq. Base Sheet "EPS Flam Stick," self adhered. Membrane: "Colphene HR FR GR, ", self adhered. 44. Deck: NC (concrete) Incline: 2 Primer " Elastocol 600 c" at 1 gal /sq. Base Sheet "EPS Flam Stick," self adhered. Membrane: "Colphene HR FR GR," self adhered. 45. Deck: C -15/32 Incline: 1 -1/2 Barrier Board: (1 /4-in. min) G-P Gypsum DensDeck® or DensDeck Prime®, with all joints staggered 6-in. (min) from the plywood joints. Primer. " Elastocol 600 c" at 1 gal /sq. Base Sheet "Sopralene Elam Stick," self adhered. Membrane: "Colphene HR FR GR," self adhered. 46. Deck NC (concrete) Incline: 1 -1/2 Primer. " Elastocol 600 c" at 1 gal /sq. Base Sheet "Sopralene Flam Stick," self adhered. Membrane: " Colphene HR FR GR," self adhered. 47. Deck NC Incline: 1 Insulation: Polystyrene, any thickness. Base Sheet "EPS Flam Stick," self adhered. Membrane: "Colphene HR FR GR," self adhered. 48. Deck NC Incline: 1 Insulation: Polystyrene, any thickness. Base Sheet Two-plies "EPS Flam Stick," self adhered. Membrane: "Sopralene Flam 250 FR + GR" or "Sopralene Flam 180 FR + GR," self fused. • Deck: NC Incline: Unlimited Insulation (Optional): Polyisocyanurate, polystyrene, perlite board, glass fiber, rock wool board or wood fiberboard, any thickness. Insula- 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 437 Roofing Systems (TGFU) Continued tion is covered with one of the following boards: (1 /4-in. min) G-P Gypsum DensDeck® or DensDeck Prime® or (1/2 -k. min) gypsum board. Base Coat "ALSAN Flashing®" at 2.5 gal /sq. Top Coat " ALSAN Flashing®" at 1.25 to 2.5 gal /sq with 35 lbs /sq (min) of ceramic granules or slate granules. 50. °' peck: NC Incline: 3/4 Insulation (Optional): Polyisocyanurate, polystyrene, perlite board, glass fiber, rock wool board or wood fiberboard, any thickness. Insula- tion is covered with one of the following boards: (1 /4-in. min) G-P Gypsum DensDeck® or DensDeck Prime® or (1 /2 -in. min)_ gypsum board. Base Sheet (Optional): One or two plies Type G1, G2, "Sopraglass 100," "Modified Sopra G" or "Sopra G," any combination, mechanically fastened or adhered with hot roofing asphalt. Ply Sheet One or more plies " Elastophene Sanded," "Elastophene 180 Sanded," " Elastophene 180 PS," "Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or " Sopralene Flam 180" or "Elastophene Flam," mechanically fastened or heat welded: Membrane: " Elastophene FR G," "Sopralene 180 FR GR ", " Sopralene 180 FR GR 3.5 mm ", " Sopralene 250 FR GR," hot mopped or "Elastophene Flan FR GR," " Sopralene Flaw 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 250 FR GR ", heat fused in place. Base Coat "ALSAN Flashing®" at 2.5 gal /sq. Top Coat "ALSAN Flashing®" at 1.25 to .2.5 gal /sq with 35 Ibs /sq (min) of ceramic granules or slate granules. 51. Deck: NC . Incliine:1 Insulation: Polyisocyanurate, perlite, glass fiber, rock wool board or wood fiberboard, any thickness, mechanically fastened. Ply Sheet One ply "Elastophene Sanded," " Elastophene 180 Sanded," "Elastophene 180 PS ", " Sopralene 180 Sanded," " Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or "Sopralene Flan 180" or "Elastophene Flam," mechanically fastened or heat welded. Membrane: " Elastophene FR GR," Sopralene 180 FR GR ", " Sopralene 180 FR GR 3.5 mm ", " Sopralene 250 FR GR," hot mopped or " Elastophene Flaw FR GR," " Sopralene Plana 180 FR GR ", "Sopralene Plain 180 FR GR 3.5 mm" or " Sopralene Flam 250 FR GR," heat fused in place. Base Coat " ALSAN Flashing®" at 2.5 gal /sq. Top Coat "ALSAN Flashing®" at 1.25 to 2.5 gal /sq with 35 lbs /sq (min) of ceramic granules or slate granules. 52. "Deck: NC Incline: 1 /2 Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurate any thickness, 1 /2 -in. (min) wood fiberboard, 7/16 -in. (min) glass fiber or perlite or Rockwool 3 /4-in. (min), any combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol 600c," " Elastocol 500" (Not UL Classi- fied) or Henry Co. " AquaTac" (Not UL Classified) at 05 gal /sq. prior to "Colvent SA" or "Colvent TG" ply sheet being installed. Barrier Board (Optional): "SOPRABOARD"_1 /8- iin..or 3 /16 -in:, glass fiber 7/16 -in. (min), perlite or Rockwool 3 /4-in (min), G-P Gypsum Corp. 1 /4-in. (min) " DensDeck®,' " DensDeck Prime®," or "Dens - GuardT^'" or one of the following 1 /2 -in. (min) fiberboards Temple- Inland "Fiber Base HD; Hubert Brothers "Fiberboard" or International Bildrite "Bildrite Roof board" "Bildrite Roof-Rite," mechanically fas- tened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c," "Flastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self- adhered ply sheets being installed. Ply Sheet One ply "Elastophene Sanded," "Elastophene HD," "Elas- tophene HR Sanded," "Elastophene HS FR" mechanically fastened or adhered with "SOPRACOLLE,' "FM Adhesive," "FM Adhesive (VOC)" or. "High Velocity Membrane Adhesive" at 1.5 gal /sq. or hot mopped or "Flastophene Flam, " Elastophene Ram HR," "Elastophene Flam HS FR" heat welded or "Colvent TG" heat welded or "Colvent SA" self- adhered. (Optional, sanded top surface ply sheet is primed with either Soprema " Flastocol 600c," " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified). at 0.5 gal /sq prior to Colphene cap sheet being installed). 438 ROOF COVERING MATERIALS (TEVT) Roofing Systems `(TGFU)- Continued Membrane: "Flastophene FR GR," " Elastophene FR+ GR," "Elas- tophene HD FR GR," "Flastophene HR FR GR," " Elastophene HS FR GR," " Elastophene HP FR GR," " Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", " Sopralene 250 FR GR" adhered with hot roofing asphalt or Soprema "FM Adhesive," "FM Adhesive (VOC)" or "High Velocity Membrane Adhesive" at 13 gal /sq.; "Flastophene Flam FR GR," tophene Flam FR+ GR," "Elastophene Flam HD FR GR," " Elastophene Flam HR FR GR," 'Flastophene Flam HS FR GR," Elastophene Plam HP FR GR," " Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm ", " Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self- adhered. 53. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): One or mere plies Type G1 or Type G2 or "Sopra IV" or "Supra VI"" or "Supra 40" or " Sopraglass 100" or " Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurate, wood fiberboard, glass fiber or perlite board or Rockwool, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board: in or 3/16 -in. thick "SOPRABOARD" or minimum -in. thick G-P Gypsum Corp. " DensDeck®" or "DensDeck Prime®" or "DensGuard ®" or mechanically fastened with all butt joints staggered a minimum of 6-in. from the insulation and plywood deck joints, hot mopped or adhered with any UL Classified insulation adhesive. Optional; top surface primed with either Soprema " Elastocol 600c" or " Elastocol 500" (Not UL Classified) or Henry Co :• "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self- adhered ply sheets being installed. Ply Sheet (Optional): One ply "Elastophene Sanded" or "Elastophene HD" or "Flastophene HR Sanded" or "Elastophene HS FR" or "Flas- tophene HP" or "Elastophene 180 Sanded" or "Sopralene 180 Sanded" or "Sopralene 250 Sanded" mechanically fastened or adhered with "SOPRACOLLE" or "FM Adhesive" or "FM Adhesive (VOC)" or "High Velocity Membrane Adhesive" at 13 gal /sq. or hot mopped or "Elas- tophene Flam or "Elastophene Flam HR" or " Elastophene Flam HS FR" or "Elastophene Flam HP" or "Sopralene Flam 180" or "Sopralene Flam 250" or heat welded or "Colvent TG" heat welded or "Colvent SA" or "Sopralene Flam Stick" or "Sopralene Stick" or "EPS Flam Stick" self - adhered or "Flastophene Main" or " Elastophene Flam HR" or "Elas- tophene Flam HS FR" or "Elastophene Flam HP" or "Soprafix" or "Soprafix-e" or "Elstophene 180 Sanded" or " Sopralene 180 Sanded" or "Sopralene Flam 180" or "Soprafix(x)" or "Sopralene 250 Sanded" or "Sopralene Flam 250" mechanically fastened. (Optional, sanded top surface ply sheets are primed with either Soprema " Elastocol 600c" or " Elastocol• 500" (Not UL Classified) or Henry Co. "AquaTac " -. (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: "Elstophene GR" or "Elastophene FR GR" or "Elastophene FR+ GR" or "Elastophene HD FR GR" or "Elastophene HR FR GR" or " Elastophene HS'FR GR" or Elastophene HP FR GR" or "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm" or "Sopralene 250 FR GR" adhered with hot roofing asphalt or Soprema "FM Adhesive" or "FM Adhesive (VOC)" or "High Velocity Membrane Adhesive" at 1.5 gal /sq.; "Elastophene Flam GR" or "Elastophene Flam FR GR" or "Elastophene Flam HD FR GR" or " Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR or " Elastophene Flam HS FR GR" or " Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or " Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self- adhered. 54. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurate any thickness, 1 /2 -in. (min) wood fiberboard, 7 /16 -in. (min) glass fiber or perlite or Rockwool 3 /4-in. (min), any combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol 600c," "Elastocol 500" (Not UL Classi- fied) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Barrier Board (Optional): 1 /8-in. or 3/16-in. "SOPRABOARD " glass fiber 7 /16 -in. (min), perlite or Rockwool 3 /4-in. (min), G-P Gypsum 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Corp. 1/4-in. (min) "DensDeck®," "DensDeck Prime®," or "D: Guard ®" or one of the following 1 /2 -in. (min) fiberboards Templ Inland "Fiber Base HD," Hubert Brothers "Fiberboard" or Internati Bildrite "Bildrite Roof board" "Bildrite Roof - Rite," mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive;. Optional, top • surface primed with either Soprema " Elastocol 600 " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Ply Sheet One ply " Elastophene Sanded," " Elastophene HD," "E . tophene HR Sanded," "Elastophene HS FR," " Elastophene Hp"; mechanically fastened or hot mopped or " Elastophene Flam," "Etas. tophene Flam HR," " Elastophene Flam HS FR," heat welded or "Colveeti TG" heat welded or "Colvent SA" self- adhered. (Optional, sanded top ply sheet is primed with either Soprema " Elastocol 600c," " Elastocol 500" (Not UL Classified) or Henry Co.' "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: " Elastophene GR," "Elastophene FR GR," "Elastophene FR+ GR," "Elastophene HD FR GR," " Elastophene HR FR GR," "Etas. tophene HS FR GR," " Elastophene HP FR GR," "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", " Sopralene 250 FR GR" adhered With hot roofing asphalt; "Flastophene Flam GR," " Elastophene Flam FR GR," • " Elastophene Flam FR+ GR," " Elastophene Flam HD FR GR," "Elas- tophene Flam HR FR GR," "Elastophene Flam HS FR GR," "Elastophene =! Flaw HP FR GR," " Sopralene Flam 180 FR GR ", " Sopralene Flam 180 FR GR 3.5 nun", "Sopralene Flam 180 FR+ GR," "Sopralene Flaw 250 FR GR or " Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self- adhered. 55. - Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurate, wood fiberboard, glass fiber or perlite board, any thickness or combination, mechanically fastened, hot mopped -or adhered with any UL Classified insulation adhesive. Hauler Board: 1 /8-in. or 3/16 -in. "SOPRABOARD," glass fiber 7/16-in. (min), perlite or Rockwool 3 /4-in. (min), G-P Gypsum Corp: 1 /4-in. (min) "DensDeck®, " " DensDeck Prime®" or "DensGuard ®" mechani- cally fastened with all joints staggered 6-in. (min) from the insulation and plywood joints, hot mopped or adhered with any UL Classified insula- tion adhesive. Optional, top surface primed with either Soprema "Elas- tocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Ply Sheet: One ply "Flastophene Sanded," " Elastophene HD," "Elas- tophene HR Sanded," "Elastophene HS FR," " Elastophene HF ''"Elas- tophene 180 Sanded," " Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with ".FM Adhesive" at 15 gal /sq. or hot mopped or "Elastophene Flam," " Elastophene Flam HR," "Elas- tophene Flans HS FR," "Elastophene Plam HP," " Sopralene Flam 180" or " Sopralene Flam 250," heat welded or "Colvent TG" heat welded or "Colvent SA," "Sopralene Flam Stick," "Sopralene Stick" or "EPS Flam Stick," self - adhered (Optional, sanded top surface ply 'sheets are primed with either Soprema "Elastocol 600c," " Elastocol 500• (Not UL Classi- fied) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: "Elastophene GR," " Elastophene FR GR " Elastophene FR+ GR," " Elastophene HD FR GR," "Elastophene HR FR GR," "Elas- tophene HS FR GR, • " Elastophene HP FR GR," " Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 min ", "Sopralene 250 FR GR" adhered with hot roofing asphalt; "Elastophene Flam GR," "Elastophene Plam FR+ GR," "Elastophene Flaw HD FR GR," " Elastophene Fiani HR FR GR," "Elas- tophene Flam HS FR GR," " Elastophene Ram HP FR GR " Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm ", " Sopralene Flam 180 FR+ GR," " Sopralene Flare 250 FR GR" or " Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" or self-adhered.- 56. Deck: NC Incline: 1 Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100," "Sopra G," 'Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Atlas Roofing Products "ACFoam III, " and Hunter Panels "H- Shield -CG" any thickness or combination, mechani- cally fastened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol fi Roof COVERING MATERIALS (TEVT) goofirg Systems (TGFU) Continued 01 soo" (Not UL Classified) or Henry Co. "AquaTac" (Not gnat 0. 5 gal /sq. prior to " Colvent SA" or self- adhered ply ed. (optional): • 1 /8-in. or 3 /16 -in. "SOPRABOARD," glass (), perlite or Rockwool 3 /4-in. (min), G-P Gypsum ib • the • folio " 1 / (min) fiberboards Temple itier HD Hubert Brothers "Fiberboard" or International ,,3harite Roof board "Bildrite Roof- Rite" mechanically fastened, o r adhered with any UL Classified insulation adhesive. °p ( tfip surface primed with either Soprema " Elastocol 600c," • Not UL Classified) or Henry Co. "AquaTac" (Not UL D rior to Colvent ply sheet being installed. e{)�t�0.5 gal/sq. prior P y g ti ee# ., ply "Elastophene Sanded, "Elastophene HD," "Elas- ' sanded," � Elastophene HS FR," mechanically fastened or or " Elastophene Flam," "Elastophene Flam HR," "F.las- Aa )is FR," or "Colvent TG" heat welded or " Colvent. SA" e (Optional, sanded top surfaced ply sheet is primed with r ema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or � " AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to p sheet being installed). and " Elastophene FR+ GR," " Sopralene 180 FR+ GR" or one 250 FR+ GR" hot mopped, " Elastophene Flam FR+ GR," ate Plan 180 FR+ GR" and " Sopralene Flam 250 FR+ GR" heat 15/32 Incline: •1 511eet(Optional): One or more plies Type G2, " Sopraglass 100," 0f•-"Modified Sopra G" mechanically fastened or adhered with roosng='asphalt. iahon,(Optional):, Polyisocyanurate, wood fiberboard, glass fiber ;elite—Ward, any thickness or combination, mechanically fastened, mopped or adhered with any UL Classified insulation adhesive. ;ler!loard: Min 1 /8-in. or 3/16 -in. "SOPRABOARD," min. 7/16-in. hilt rain. 3 /4-in. perlite or Rockwool, G-P gypsum Corp. 1 /4-in. ) 'D gsDeck®" " DensDeck Prime®" or "DensGuard®" mechani- stel}ed with all joints staggered 6-in. (min) from the insulation and oocdj ants, hot mopped or adhered with urethane insulation adhe- Optipnal, top surface primed with either Soprema " Elastocol 600c," -tx x1500" (Not, UL Classified). or Henry Co. "AquaTac" (Not UL sifted,) at 0.5 gal /sq. prior to " Colvent SA" or self - adhered ply, sheets ed: 5 Optional): One ply " Elastophene Sanded," "Elastophene "STastophetie HR Sanded, "Elastophene HS FR," mechanically •liedor hot mopped or "Elastophene Flam," "Elastophene Flam HD" stop ene Flam HR," " Elastophene Flam HS • FR" heat welded or ieiit1G" heat welded or "Colvent SA" self- adhered. (Optional, el surface ply sheets are primed with either Soprema " Elastocol tocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not lfled) at 0.5 gal /sq. prior to Colphene cap sheet being installed). e: " Elastophene FR GR," " Flastophene FR+ GR," "Elas- tt& HD FR GR," " Elastophene .HR FR GR," ' " Elastophene HS FR klastophene HP FR GR," " Sopralene 180 FR GR ", "Sopralene 180 3.5 ", " Sopralene 250 FR GR" adhered with hot roofing asphalt erns "FM Adhesive" at 1.5 gals /sq.; " Elastophene Flam FR GR," astophene Flam HD FR GR," "Flastophene Flam FR+ GR," "Elas- ,' eFlam HD FR GR," " Flastophene Flam HR FR GR," Elastophene r ItR GR," "Elastophene Flam HP FR GR," " Sopralene Flam 180 "-lSopralene Flam 180 FR GR 3.5 mm ", " Sopralene Flans 180 FR+ Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat edot " Colphene FR GR" self - adhered. Incline: 2 Sheet•(Optional): One or more plies Type G2, "Sopraglass 100," C% 'Modified Sopra G" mechanically fastened or adhered with g. asphalt. Ia hon' (Optional): Atlas Roofing Products "ACFoam 111," and 1 ex Panels "H- Shield -CG," any thickness or combination, mechani- f scented, hot mopped or adhered with any UL Classified insulation i Optional, top surface primed with either Soprema "Elastocol tocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not Sallied) at 0.5 gal /sq. prior to Colvent ply sheet being installed. ber j t,110ard. (Optional): "SOPRABOARD" 1 /8-in. or 3 /16. -in., glass n. (min), perlite or Rockwool 3/4-in. (min), min. G-P Gypsum u , 3 ,l rn' (min) "DensDeck ®," " DensDeck Prime®," or "Dens - mechanically fastened, hot mopped or adhered with any UL 2007 ROOFING MATERIALS' AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 439 Roofing Systems (TGFU) Continued Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol 600c," "Elastocol 500 "(Not UL Classified) or Henry Co. " AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colvent ply sheet being installed. Ply Sheet "Colvent SA" self: adhered or "Colvent TG" heat welded. (Optional, Colvent ply sheet is primed with either Soprema "Elastocol 600c," " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: " Elastophene FR+ GR," hot mopped, "Elastophene Flam FR+ GR," heat welded. 59. Deck: C -15/32 Incline: 2 Base Sheet (Optional): One or more plies Type G2, " Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Any UL Classified insulation, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board: G-P Gypsum Corp. 1/4-in. (min) " DensDeck®," "Dens- Deck Prima" or "DensGuard ®" mechanically fastened with all joints staggered 6-in. (min) from the insulation and plywood joint, hot mopped or adhered with urethane insulation adhesive. Optional, top surface printed with either Soprema "Flastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Ply Sheet (Optional): One ply "Elastophene Sanded," " Elastophene HR Sanded," " Elastophene HD, " " Elastophene HS FR, " Flastophene HP," "Elastophene 180 Sanded," "Sopralene 180 Sanded, ". " Sopralene 250 Sanded," mechanically fastened or hot mopped or "Elastophene Flam," "Elastophene Flam HD," ' Flastophene Flam HR," "Elastophene Flam HS FR," " Flastophene Flam HP," " Sopralene Flam 180" of •"Sopralene Flam 250," or "Colvent TG" heat welded or " Colvent SA" "Sopralene Flam Stick," "Sopralene Stick" or "EPS Ham Stick," self- adhered. (Optional, sanded top surfaced ply sheet is primed with either Soprema "Elastocol 600c," " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 05 gal /sq. prior to Colphene cap sheet being installed). Membrane: " Elastophene FR GR," "Flastophene FR+ GR," "Flas- tophene HD FR GR," "Elastophene HR FR GR," " Elastophene HS FR GR," " Elastophene HP FR GR," " Sopralene 180 FR GR", " Sopralene 180 FR GR 3.5 mm", " Sopralene 250 FR GR" adhered with hot roofing asphalt; " Elastophene Flam FR GR," " Elastophene Flam FR+ GR," "Elastophene Flam HR FR GR," " Elastophene Flam HS FR GR," "Elas- tophene Flam HP FR GR," " Sopralene Flar11180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm ", " Sopralene Flam 180 FR+ GR," " Sopralene Flam 250 FR GR" or " Sopralene Flam 250 FR+ GR" heat welded. 60. Deck: C -15/32 Incline: 1 -1/2 Base Sheet (Optional): One or more plies Type G1 or Type G2 or "Sopra IV" or "Sopra VI" or "Sopra 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Any UL Classified insulation, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board: Minimum V4-in. thick G-P Gypsum Corp. " DensDeck®" or "DensDeck Prime®" or "DensGuard®" mechanically fastened with all butt joints staggered a minimum of 6-in. from the insulation and plywood deck joints, hot mopped or adhered with any UL Classified insulation adhesive, Optional, top surface primed with either Soprema " Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. " AquaTac" (Not UL Classified) at 0.5- gal /sq. prior to "Colvent SA" or self- adhered ply sheet being installed. Ply Sheet One ply - "Colvent TG" heat welded or "Colvent SA" or " Sopralene Flam Stick" or "Sopralene Stick" or "EPS Flam Stick" self - adhered or "Elastop`hene Flam" or "Elastophene •Flam HR" or "Flas- tophene : Flam HS FR" 'or "Elastophjene Flam HP." or "Soprafix" or "Soprafix -e" or " Elasophene 180 Sanded" or "Sopralene 180 Sanded" or "Sopralene Flam 180" or "Soprafix(x)" or "Sopralene 250 Sanded" or " Sopralene Flaw` 250", mechanically fastened. (Optional, sanded top surface self - adhered ply sheets are primed with either Soprema "Flasto- col 600c" at 1- gal /sq., " Elastocol 500" (Not UL Classified) or Henry Co. " AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being- installed). Membrane: " Elastophene FR GR" or " Elastophene FR+ GR" or "Elas- tophene HD FR GR" or " Flastophene FIR FR GR" or "Elastophene HS FR GR" or "Elastophene HP FR GR" or "Sopralene 180 FR GR ", "Sopralene 440 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued 180 FR GR 3.5 mm" or "Sopralene 250 FR GR" adhered with hot roofing asphalt or Soprema "FM Adhesive" at 1.5 gal /sq.; " Elastophene Flam FR GR" or " Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR ", " Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene Ram 250 FR+ GR" heat welded or "Colphene FR GR" or self- adhered. 61. Deck: NC Incline: 1 Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurai any thickness, 1 /2 -in. (min) wood fiberboard, 7/16 -in. (min) glass fiber or perlite or Rockwool 3 /4-in. (min), any combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive: Optional, top surface primed with either Soprema " Elastocol 600c," "Rlastocol 500" (Not UL Classi- fied) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Barrier Board (Optional): 1 /8-in. or 3/16 -in. "SOPRABOARD," glass fiber 7/16 -in. (min), perlite or. Rockwool 3 /4-in. (min), G-P Gypsum Corp. 1/4-in. (min) " DensDeck®," " DensDeck Prime®," mechanically fastened, hot mopped or adhered with urethane insulation adhesive. Optional, top surface primed with either Soprema " Flastocol 600c," Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets being installed. Ply Sheet: One ply " Elastophene Sanded," " Elastophene HD," "Elas- tophene HR Sanded," " Elastophene HS FR," mechanically fastened or hot mopped or " Elastophene Flam," " Elastophene Flam HR," "Elas- tophene Flam HS FR," or "Colvent TG" heat welded or "Colvent SA" self - adhered. (Optional, sanded top surfaced ply sheet is primed with either Soprema " Elastocol 600c," "Flastoco1500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: " Flastophene FR GR," " Elastophene FR+ GR," "Elas- tophene HD FR GR," " Elastophene HR FR GR," " Flastophene HS FR GR," " Elastophene HP FR GR," adhered with hot roofing asphalt; " Elastophene Flam FR GR," " Elastophene Ram HD FR GR," "Elas- tophene Flam FR+ GR," " Elastophene Flam HR FR. G12," " Flastophene Flam HS FR GR," " Elastophene Flam HP FR GR," Sopralene Flam 180 FR+ GR" or "Sopralene Ram 250 FR+ GR" heat welded. 62. Deck: NC Incline: 2 Base Sheet (Optional): One or more plies Type G2, " Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polystyrene, any thickness, mechanically fas- tened, hot mopped or adhered with any UL Classified insulation adhesive. Ply Sheet One ply "Colvent SA" self - adhered or "Colvent TG" heat welded. Membrane: " Elastophene Flam FR +. GR," "Sopralene Flam 180 FR+ GR," "Sopralene Flam 180 FR+ GR" and " Sopralene Flam 250 FR+ GR" C heat welded. 63. Dec1:C Incline: 1 Base SheetJOph,,,a1) One or more plies Type G1 or Type G2 or "Sopra IV" or "Sopra VI" or " Sopraglass 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Barrier Board (Optional): -in. or 3 /16-in • " SOPRABOARD" or mini- mum Win. thick G-P Gypsum Corp. "DensDeck®" or "DensDeck Prime®" or "DensGuard®" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Insulation Honk): EPS or Extruded Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier BoardlOptionall- -in. or 3 /16 -an. " SOPRABOARD" or mini- mum V4-in. thick G-P Gypsum Corp. " DensDeck®" or "DensDeck Prime®" or 'DensGuard®" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Flastoco1600c" or " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5- gal /sq. prior to " Colvent SA" or self - adhered ply sheets being installed. 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UI_ MARK ruu vannttrr ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Ply Sheet One ply "Colvent SA" self - adhered or "Colvent TG" heat welded or "Elastophene Flaw" or "Flastophene Flam HR" or "E1as- tophene Flam HS FR" or "Elastophene Flam HP" or " Soprafix" or "Soprafix -e" or " Flastophene 180 Sanded" or or "Sopralene 180 Sanded" or " Sopralene Ram 180" or " Soprafix(x)" or "Sopralene 250 Sanded" or " Sopralene Flam 250 ", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema " Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5- gal /sq. prior to Colphene cap sheet being installed). Membrane: "Elastophene Flam FR GR" or " Elastophene Flam HD PR GR" or "Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or " Elastophene Flani HP FR GR" or "Sopralene Flam 180 PR GR ", "Sopralene Ram 180 FR GR 3.5 mm" or "Sopralene Flan 1 sn mz w r:R" or "Sopralene Flam 250 FR GR" or "Sopralene Ram 250 FR+ GR" heat welded or "Colphene FR GR" self - adhered. 64. Deck: C -15/32 Incline: 1 Base Sheet (Optional): One or more plies Type G1 or Type G2 or "Sopra N" or " Sopra. VI" or "Sopraglass 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Any UL Classified insulation, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board: -in. or 3/16 -in. "SOPRABOARD" or G-P Gypsum Corp. Win. (min) "DensDeck®" or "DensDeck Prime®" or "Dens - Guard®" mechanically fastened with all joints staggered 6-in. (min) from the insulation and plywood joints, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol 600c" or " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq prior to "Colvent SA" or self - adhered ply sheets being installed. Ply Sheet (Optional): One ply "Elastophene Sanded" or " Elastophene HD" or "Elastophene HR Sanded" or "Elastophene HS FR" mechanically fastened or hot mopped or " Elastophene Plam" or " Elastophene Ram HD" or "Elastophene Plam HR" or "Elastophene Ham HS PR" heat welded or "Colvent TG" heat welded or "Colvent SA" or " Sopralene Flam Stick" or "Sopralene Stick" or "EPS Ram Stick" self - adhered or " Elastophene Flam" or "Elastophene Ram HR" or "F9astophene Ram HS FR" or " Soprafix" or "Soprafix -e" or " Flastophene 180 Sanded" or "Sopralene 180 Sanded" or " Sopralene Flam 180 ". or "Soprafix(x)" or "Sopralene 250 Sanded" or "Sopralene Ram 250 ", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema " Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: " Elastophene Plam FR GR" or "Elastophene Ram HD FR GR" or " Elastophene Flam FR+ GR" or " Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Ram HP FR GR" or "Sopralene Ram 180 FR GR ", "Sopralene Ram 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Ram 250 FR GR" or "Sopralene Ram 250 FR+ GR" heat welded or "Colphene FR GR" self- adhered. 65. Deck: NC Incline: 1 Base Sheet (Optional): One or more plies Type G2, " Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofmg asphalt. Insulation (Optional): Polystyrene, any thickness, mechanically fas- tened, hot mopped or adhered with urethane insulation adhesive. Ply Sheet One ply "Colvent TG" heat welded or .. "Colvent SA" self- adhered. Optional, top surface primed with either Soprema "Pluto- col 600c," " Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to optional inner ply being installed. Inner Ply (Optional): One ply "Elastophene Flam," " Elastophene Flam HD," "Elastophene Flam HR," " Elastophene Ram HS FR," " Elastophene Flan HP," "Sopralene Ram 180," heat welded or " Colvent TG" heat welded or "Colvent SA" self - adhered. Membrane: "Elastophene Flam FR+ GR," " Sopralene Ram 180 FR+ GR," " Sopralene Flam 180 FR+ GR" and "Sopralene Ram 250 FR+ GR" heat welded. 66. Deck: C- 15/32 Incline:1