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HomeMy WebLinkAboutSUBMITTED PAPERSDATE.: FEES DUES f'3 H ,Q d 'I RECEIPT #: Permit #: Planning & Development Services Department ® Building & Code Regulation Division SCANNED ® 2300 Virginia Avenue B Y Ft. Pierce, FL 34982-5652 Tel.712-462-1553 St. Luci0 County APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 4M 6-2mue-2S ?�b 2. Parcel IDNumber: 13175 13 2. off, ©2o l Office Use Section -Township Range Map Page Zoning Land Use I11 nitials Only 3. Description of Project or Work Activity: pt rz✓1P(i QmDIE� r 4. Total Roof Area (square feet): ? - 5. Roof Pitch: 2 6EcA-t 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel RA Modified Bitumen [ ] Other Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: SC14 ikoYi�� i �j�'�S[U�x`i, F-� FL Reg/Cert #: Cc_coS5 2'Z3 Address: :3a 1 Z S. LA-(c- uIEW Cte-�1 S�' County Cert #: l D Zi1 l City:��Q(��.� State: I-L Business Name: Zip: Phone: -Z z 5-77 o l Ica CellPhone: -, � -2- - 21r,- &o LE i 9. Value of Construction: $ ISOD-" "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNEWS AFFIDAVIT: I certify that all of fo do contained in this application is correct and that all work will be done in compli 1 a e a regulatin construction and zoning. PRINT QUALIFIERS/OWNERS NA SIGNATURE O R/OWNER STATE OF FLORIDA, COUNTY OF Sk- W e' \ f"- ACKNOWLEDGED BEFORE ME THIS k4}b D d►d" WHO IS PERSONALLY_ KNOWN -T OR HAS PRODUCED nv�q t •� v ��n SIGNATURE OF NOTARY TYPE OR PRINT NAME OF I COMMISSION NUMBER ILILSgI o _ 20 %A . BY 3 -i {?t1 �°� 8 �►,ugil Notary Public - State of Florida •? My(Sod)m. Expires Dec 14, 2011 commission 0 EE $51761 Bonded Throuoh Natie W Not v Assn NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 '- INSTRUCTIONS -� Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit: This application may not be used for any activity that includes structural alteration. Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Total Roof Area 5. Type of Roof 6. Owner Information 7. Contractor Information 8. Value of Construction Indicate the street address or general location of the property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or resurfaced. Indicate the name and address of the owner of the property on which building activity is.taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. - Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be. scheduled by calling (772) 462-1261. . St. Lucie County Roof Permit Application rev. 3/1/2009 Planning & Development Services Building & Code Regulation. Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # 1403- 0-4Zy I, lS c�N licensed a (n).Contractor* Engineer/Architect (Please print name & circle license ty e) * ur ing Inspector *General, Building, Residential or Roofing Contractor or any individual certifled under 468 F.S. to make such an Inspection. On or about I did personally inspect the roof deck nailing (Date) work at: F -PCojP—c� (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORIDA COUNTY OF 6}.W¢%0, License # Sworn to and subscribed before me this day of Pf\ Wf 201H by S-'44-4 ¢ v% GAS}d r9 V 4d . Who is personally known to me or who has produced La'S5-l°15�Coq -OCA — to as identification. Notary Public, Sta Florida Signature of Notary: Commission Number:.V—E9 En 01/19/2011 ►y�wVENS DEANNA Notary ?011c Ives Dectt,o2p1ra �omm. sio EE 858761 mmission Assn. Bonded Through Natlond Notary �'P•5�p�sywa^�/g �flocr`sr COPYTreasure Harvey E. Koeh �-E7205 Elyse Circle C oast Professional Engineer #32831 P S L Florida 34952-8212 B uilding Architect #AR0009471 PHONE(772) 466-5509 E ngineers, Certified General Contractor #CGCO24776 FAX(772) 489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com Contractor �� 5 ToN (�ul�rY �a y-IN4 Owner _ s�a.r���sE; rrzezks��+-� e�oxasT uG Date 3Zj6 l 4- Job AddresS 5b.(if�o✓ff_it5- Rb FT- j?A 2eE BUILT UP GKMIAAAfTrygWWO uu0. 011- t NEW ROOF RE -ROOF _-Z_ RECOVERING REPAIR AREA 3 �2• BUILT UP ROOF PLAN ASCE 7-10 & FBC 2010 ENCLOSED BLDG )—SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V=�EXPOSURE�A =l• //Kzt =1.0/h = l� J12 PITCH/MEAN PARAPET ht= _ f ROOF SYSTEM S 3 N 0 A f3 6 2.0 A-. G3 , ZONE 1 B @ h=30 = X = PSF x 0.6 = ^ Z 7-6 ZONE2 B @ h=30 = X = PSFxO.6= —4c�-•+ a= ZONE 3 B @ h=30 = X = PSF x 0.6 = ��' M MAX DESIGN PRESSURE PER NOA -- 62•h DECK TYPE pLlWoo 0 THICKNESS BASE SHEET (AL/,S 6A66- NO. OF PLIES FASTEN ERS/BQH13{P16(14& 2.5.IJhIL5 :k Tlns �.PS FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: Field "oc @Lap, ## Rows @ "oc Perimeter. "oc @Lap, # Rows �% @ "oc Corner: ro "oc@Lap, # Rows 3 @�" oc INSULATION BASE LAYER TYPE SIZE -' TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field -- Perimeter Corner PLY SHEET — NO. OF PLIES TYPE OF FASTENERS/BONDING 4LtV'1' 4 oe g •Cl. G TOP PLY —Ar-A N0, OF PLIES _, TYPE OF FAST-ENff5�BONDING To esu.l SURFACING tAuNS d . k L- DRIP EDGE SIZE MATERIAL 169 4A A-G T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B u i Id i ng Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2]-9R Fi bus 5-( Q5cIff 7- id COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story oof > 0 to 7 degrees Zone 1 -27. -33.4 -38.7 -40.6 -45.9 7degrees =11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7 -102.7 -115.9 Roof > 7 to 27 degrees Zone 1 -25.3 - 30.7 - 35.5 -37.2 - 42 27 degrees = 6M2 pitch Zone 2 -44.1 - 63.4 - 61.8 -64.9 - 73,3 Zone 3 -65.1 -78.8 - 91.2 - 95.7 - 108.*J Roof > 27 to 45 degrees Zone 1 - 27.8 -33.7 -40.0 -40.1 -46:2 45 degrees = 12/12 pitch Zone 2 - 32.4 -39.3 -45.4 -47.7 -53.8 Zone 3 - 32.4 -39.3 -45.4 - 47,7 -53.8 150 Exp B 150 Exp C 150 Exp C 150 Exp D qq 150 Exp D (one story*) ( two story*) (one story*) ( two story) Roof > 0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 -40.4 �11� 7degree8 = 11/2112 pitch Zone 2 -40.8 -49.4 -57.2 -60.0 -67.8 11 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22,2 - 26,9 - 31.1 -32.7 - 36.9 27 degrees = 6112 pitch Zone 2 -38.7 - 46.9 -54.2 -56.9 - 64.3 Zone 3 . -57,3 - 69.44 - 80.3 -84.3 - 95.2 Roof > 27 to 45 degrees Zone 1 - 24.8 -29.5 -34.1 -35.8 -40.4 45 degrees = 12/12 pitch Zone 2 - 28.4 34.4 -39.8 -41.8 -47.2 Zone 3 - 28.4 -34.4 -39.8- -41.8 -47.2 One story* = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet if allowed by the Miami Dade N.O.A or Florida Product Approval, any system.that does. not meet the minimum components and cladding pressures for the area that the building is located per this form may requlre a Florida licensed engineer to revise the fastener spacing t& T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE http://www.tcbeweb.corr MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy CertainTeed Corporation 1400 Union Meeting Road, P.O. Bog 1100 Blue Bell, PA 19422-0761 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control -Section 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: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 1 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 renews and revises NOA No. 08-0410.09 and consists of pages 1 through 32. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0204.03 Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -60 psE TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 36" x 65' 10"; ASTM D 4601 Asphalt coated, fiberglass Sheet Roll weight: 86 lbs. Type II reinforced base sheet. (2 squares) UL Type 15 Flex-l-GlasTM Base Sheet 36" x 98'9"; Roll ASTM D 4601, Modified Bitumen coated weight: 90 lbs. Type II fiberglass base sheet. (3 squares) UL Type G2 Flex-I-GlasTM FR Base 39 3/8" x 50; Roll ASTM D 6163, Modified Bitumen coated Sheet weight: 90 lbs. Grade S, Type I fiberglass base sheet. (1.5 squares) Flintglas® Ply Sheet Type 36" x 164'7"; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply IV or VI weight: 40/55 lbs. Type IV or VI sheet. (5 squares) UL Type G 1 Flintlastic STA 39 3/g" x 33; Roll ASTM D 6222, Smooth surfaced APP Modified STA Plus 5.0 weight: 90 lbs. Grade S, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Flintlastic GTA, GTA-FR 39 3/g" x 33' 3"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Flintlastic GMS, 39 3/8" x 34' 2"; Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 1001105 lbs. Grade G, Type II Bitumen membrane with non- (1 square) woven polyester mat reinforcement for mop application. Flintlastic FR, 39 3/8" x 34' 2"; Roll ASTM D 6164, Fire resistant, granule surfaced FR-P Premium weight: 105 lbs. Grade G, Type I SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/g" x 34' 2"; Roll ASTM D 6163, Fire resistant, granule surfaced weight: 90 lbs. Grade G, Type I SBS Modified Bitumen- membrane (1 square) with fiberglass mat reinforcement for mop applications. Flintlastic FR Cap T 39-3/8" x 34'2"; Roll ASTM D6163 Granule surfaced SBS Modified weight: 81lbs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. NOA No.: 13-0204.03 Mu WDADe COUNT MOVE ' ' 9 Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 2 of 32 APPROVED INSULATIONS: Product Name F1intBoard ISO ACFoam -II High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime H-Shield ENRGY 3, ENRGY 3 25 PSI Multi -Max FA-3 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) CertainTeed Corporation Atlas Roofing Corporation Generic Generic Georgia Pacific Gypsum LLC Hunter Panels LLC Johns Manville Corp. RMax Operating, LLC APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast 12 & 14 Insulation fastener SFS Intec, Inc. Fastener 2. Dekfast Galvalume Galvalume AZ50 steel plate 2 7/8" x 3 '/4" SFS Intec, Inc. Steel Hex Plate 3. OMG #12 & #14 Insulation fastener OMG, Inc. Roofgrip Fasteners 4. OMG 3 in. Round 3" round galvalume AZ50 3" round OMG, Inc. Metal Plates steel plate 5. Trufast #12 DP Insulation fastener for wood Altenloh, Brinck & Co. Fastener and steel decks U.S., Inc. 6. Trufast 3" Metal Galvalume steel plate 3" round Altenloh, Brinck & Co. Insulation Plate U.S., Inc. 7. Trufast 3" TL Galvalume steel plate 3" round Altenloh, Brinck & Co. Insulation Plate U.S., Inc. 8. Dekfast 15 HS Coated, carbon steel Various SFS Intec, Inc. fastener 9. Trufast #15 EHD Coated, carbon steel screw various Altenloh, Brinck & Co. Fastener U.S., Inc. 10. Trufast #14 HD Coated, carbon steel screw various Altenloh, Brinck & Co. Fastener U:S., Inc. 11. Trufast 2" Metal Seam Galvalume steel stress plate 2" round Altenloh, Brinck & Co. Plates U.S., Inc. MIAMI•DADE COUNTY ...0 rl NOA No.: 13-0204.03 Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 4 of 32 EVIDENCE'SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.I.3Y8A1.AM 03/23/96 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies, Inc. ASTM D 4601 AX31G81) 09/05/08 ASTM D6164 AX31G817 06/05/09 ASTM D6222 AX31G8G 06/05/09 ASTM D 3909/ D 4897 AX31 G8C 09/05/08 TrinitylERD TAS 114(J) #3507.08.99-1 04/18/01 TAS 114(J) #3514.02LAB 11/11/02 TAS 117 (B) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07-R1 06/27/07 TAS 114 (IT) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07.04 07/29/04 TAS 117 (B)/ ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D6164/D4798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM DI-970 C40050.09.12-2 09/28/12 ASTM D5147/D4798 C31410.10.10-R1 11/01/12 ASTM D5147/D4798 C31410.01.11-1-R1 11/01/12 PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08 Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11 ASTM D6164 . CTC-068-02-01 08/09/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM 136164/134798 CTC-093-02-01 08/09/11 ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/13/12 ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 NOA No.: 13-0204.03 MMLAMM-DADEOUNTY Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 5 of 32 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. /BaseSheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detai e�e `ow. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Opts al ) One ply o Xleathe mp Base Sheet, 1 Poly S , Glas Base, F -1 Glas se, Flex- G FRB r Poly S S or o or ore plies of Flintglas P S et (Type IV) r lintglas Pre 'um ly Sheet (Ty e VI) adhered in a full in 'ng of appro d asp It applied w' ' the EVT nge d at a rate of 20-4 s./sq. r one y of Black 'amon ase et se -adhere r Flint astic STA for dhered. ✓Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Op ' nal) Any coati ed below s as a surfaci ust be lis d within a current OA. Inst one oft fo owing: 1. 400-1b. s ravel or 300-1 . slag in a d oat of app ed mopping asphal n applicatio ate o 0 lb./sq. 2. K ak (#9 F) Fi ated Alumin in Ro f Coati F1' tCoat -150, APOC 212 Fibrated inum Roof Coat at an application rate of 1 12 gal. /sq. Maximum Design V11/ Pressure: -52.5 psf (See General Limitation 47) NOA No.: 13-0204.03 MIAMI•DADE COUNTY Expiration Date: 06/19/14 Approval Date: 05/30/13 ,- Page 28 of 32 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 20-401bs./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 allow 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 2751bf. 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 Roofing 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 attaclunent 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0204.03 Expiration Date: 06/19/14 Approval Date: 05/30/13 Page 32 of 32