Loading...
1996 RE-ROOF • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date :5 Job Address �7.3 /V C 10,3 S;�". Tax Folio Legal Destiption Historically Designated: Yes No Ve Owners/Tenant Master Permit# Owner's Address 11-73 nS 6 j Q3 S4 . W%ay,� SLy WS FL. Phone -75(?- 9'08-2 ContractingCo. AP-60coR)��q Cor.P Address H 3os E. ro W . N- .Lteo.Gi. FL- Qualifier ?eAm Z. 0 SS/ one 9E-2 S.3 State# RC®-O-SL2M MMJCipal# 3 Q-OSA15 y 6g Competenq# l oto 9'y Ins.Co. Ff23A 1 S 1 F- Wic- Architect/Engirceer �'tJl Address �✓�� r✓/A-Bonding Company Address mortgagm Alla- Address Permit Type(clmle one): BUILDING ELECTRICAL PLUMBING MECHANIC R 0 PAVING FENCE SIGN WORK DESCRIPTION u 10161 L&OfT �''ne- l2�n-�T��¢`S • 06l ik Go Ari P'P('icf D,m Square Ft Estimated Cost(value) /Sc •a� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEN ENTS TO YOUR PROPERTY(IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR.LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain apermit to do work and installation as indicated above,and on the attached addendum(&applicable). I certify that all work will be performed t6 meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL,PLUMBING,SIGNS,POOLS,ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done m compliance with all applicable laws regulating construction zoning. Furthermore,I authorize the above-named contr the work stated. Signature of Date Signature of -Buil Date to Notary BeNflOwate Notary as i Date My My C 6o.CC@707 ' : FEES: PERMIT RADON I'i C.C.F. NOTARY TOTAL DUE APPROVED: (� Zoning Budding lv Electrical Mechanical Plumbing Engineering I ' NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: ?6R 118389 1996 MAR 20 12 a 26 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: e4964 /17.3 A16 /d.3 S4• 11') b►rn 1 dt,��c 2.Description of improvement: as 3.Owner(s)namAand address: Irk he 1123 )NJ 6 M g S-t 40 I a i S KID fe& EG; Interest in property: r Name and address of fee simple titleholder: 16d _ 4.Contractor's name and address: A u bve 9_0D+"tgQ C.�� �3 tG • l d L(v • H i�'(�ifs . �'L 3 3 0�3 r rfrmcontractor, if n 5. Surety:(Payment bond required by o7- Amount e o any) Name and address: of bond$ 6.Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. ,, l Name n address: i✓ Na e a d add ess• I IR 9.Expiration date of!his Notice of Comm cement: (the expiration date is 1 year from the date of recording unless a different date is d Signature of owner Print Owners Name. Prepared by: -37&Ace L Sworn to and subscribed before me this day of t/Niq 2 , 19 4 �. y 3 Q-T 6• /0L/1/ Address: 1t`� ffil Yr'G. Notary Public Print Notary's Name — My Commission Expires: No. C470737, 12M-52 2183 f ! STATE OF FLORIDA, COUNTY 01= DADE tV NERE8i CERTIFY t.o,thisis o true eo y of th® 002% t Original fled inyth;s office on dQyof A ®. 19 6 W TNESS my h nd and Official Seal. HA.iVE- RUVIN CLERK,of ie dCount c �. m'w& .1 Job Address: 7,� Contractor: Process No. APPENDIX#E# Is the dock solid sheathed?(circle lies'or'no) yes no METRO-DADE UNIFORM BUILDING PERMIT SECTION H Deck Tvve(check one of the following): MORTAR OR ADHESIVE SET TILE SYSTEMS O Nominal'/:"Plywood(for re-roof only) I. General O Nominal'/,"Plywood 19 Wood Plank " The information provided in this Section is required to confirm O Other(fill in) — Product Control Approval of the proposed file system assembly, confirm compliance with the wind load requirements of Chapter 23 Roof Pitch(fill in): of the South Florida Building Code(SFBQ,and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. " : 12" 2. Documentation Note: Mortar or adhesive set file systems shall not be installed at a pitch greater than 7'h":12". Mortar or adhesive set tile applied at a The following documents are required for submission with the pitch greater than 5":12" and less than or equal to 7":12" shall Uniform Building Permit application: have the first three courses of the nailed with not less than one nail per tile. As an alternate,the first three courses of file may be P. Two (2) copies of the proposed the system assembly's and applied in mortar over a single layer of minimum 12 ga. wire associated roofing component's Product Control mesh with square openings of not less than '/," which is Approval(s). mechanically attached to the sheathing with not less than one nail per 2 W. IN. One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application Circle'Yes'or'no' Or each of the following: instructions and literature. Have you attached two copies of the the system manufacturer's Product Control for the proposed tile system? Do- All documents attached herein, filled out and completed in yes no full. Have you attach a copy of the tile system assembly and/or 3. Project Information roofing components) manufacturer's published, application instructions an er 'terature Check one of the following: yes no O New Construction Is the proposed underlayment approved for use with this file IN Re-Roof system assembl yes no Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systcros Page-1 Job Address: 7 3 161C— /40_3571; Contractor: N O {�--_ Process No ' Proiect Information(continued): O Mortar: Manufacturer: lied Mixing Ratio: , If tltc proposed underlaymcnt is self-adhered, have you and(d) of c( � �{� L. 0 with the venting requirements of Section 2913.3 (b). ( ) P. Adhesive: Type: the South Florida Building Code? Manufacturer: yC5 no /A Tile Fasteners for first three courses if►oof itch exceeds 2" Are all related accessories approved for use with this tile system and is less than or manual to -Ir2 .. assembly? yes no Check one of the following which apply to the proposed tile Are the proposed edge metal attachment fasteners in compliance fasteners(for the first three courses)for use with the proposed tile with the requirements of the South Florida Building Code(minimum system assembly: 12 ga.annular corrossion reisistant nails)? Q Minimum 12 ga. galvanized roofing nail: Fr no w Length: 4. The Tile System Assembly: The following information is required to confirm compliance with O Other: :h —" Subsections 3403.5(a)and (c)and Section 3404 of the South Florida Lengt Building Code. f N/A Tile. Note: All tiles shall be installed in compliance with the provisions set (� forth in the file system assembly manufacturer's Product Control Tile Name: Approval and the minimum requirements set forth in Subsections Manufacturer: (� 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if appliciWe) shall be of sufficient length to penetrate the sheathing a minimum of 1" or Tile ltlatcrial: through the sheathing thickness a minimum of/,b", whichever is ❑ Clay less Concrete O Other: � OG� Underent Product Control Approval Number: t 5 — o I © V '�/ The follo�%mg information is required to confirm compliance with Mortar or Adhesive: Section 3403.5(b)of the South Florida Building Code Check one of the following which apply to the proposed file securement for use with the proposed tole system assembly: Mortar or Adhesive Set Tile Systems Page-2 M Job Address: 7. A �� 3 Contractor: A.qbc Process No. Undcrlavment(continued): Spacing(ocr tilc Sys rm assembly Product Control Apnrovall: Check all of the following which apply to the proposed underlayment Ficid: _1Z "O.C. for use with the proposed the system assembly: Laps: _I"O.C. ❑ ASTM#30 asphalt saturated felt with: 9"overlap 0 16"overlap S. Related Accessories: K 4"overlap Manufacturer: -T P`"n � Ed>;e Metal(refer to Section 3408 Z of the South Florida Buildin Code) O ASTM#13 asphalt saturated felt with: 0 19"overlap 0 6"overlap Type: 0 4"overlap 3 eti X 3 t� Manufacturer: Dimensions: O Mineral Surfaced Roll Roofing with: 0 19"overlap Gauge or Thickness: Z 0 6"overlap bF,4"overlap Finish: to LA/' Manufacturer. Note: All edge metal shall.be nailed on the flange and nailed or clipped ❑ Other: at the face in compliance with the provisions set forth in Dade T)pe: County Protocol PA I11, marked Appendix V in the South Manufacturer: — Florida Building Code. Underlavment Fasteners(if applicable): Adhesives(check one of the followinc): Check one of the following which apply to the proposed 0 Cold Adhesive underlayment attachment: Type: 91 Minimum 12 ga. electro-gal%anized roofing nail with Manufacturer: minimum 32 ga. x i'/."tin cap- Length: _ Flashing Cement: Manufacturer: Q T L_ Ci r1 F Type: ❑ Other: Manufacturer: ly-Aq-0 AK Type: Length: Manufacturer: Mortar or Adhesive Set Tilt Systems Page-3 Job Address: r/ 79 /OC--AD3 �� Contractor: oho t`���t� Process No. - Adhesives(continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the requirements set forth in Subsection 3403.5(e)( )( ) of the South Florida Building Code. Ventilation System(check one or more of the followinol: The following information is required to confirm compliance with Subsection 3401.4(e)of the South Florida Building Code. Tn+t,r7or Sof•Fr _ 31 M 44' O Ridge: Type Size So 5 / ��S Soffit: Type - X� Size Oi rn InIA1,44+iA97fo tnZ Note: If underlayment is comprised of a self-adhered membrane,both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self-adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in.,the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly 2n1A. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page-4 Job Address: Contractor: Aub c RGA".- Process No. ' FILL IN APPLICABLE.ROOFING COMPONENTS WI IICll MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IO%%N ON THIS PAGE. (Where Roofing Component not used in Tile Systcm Deck: l�e0� u Assembly,fill in with"NIA'.) rwe 3 tI fMcbw /! t„iM Underlayment: 3O 5 .3 J+ �� 1 .t.�y��� Head Lap Dimension: � (1wintnom 2 unkn oAt—se specified Underlaymrnt a l t �tr�U GrA'L-�• wth.rde�,r.+n ►+..�bhP+odees Control Fastener: 030— Tt/NCAA i/V t ej4L ,n the X10 "ICT P► A `d' Tq e! Ig S (r M !Adhesive: �t7(Y 1"rs7 fi tt ILL? Tile: A V 'T't 4 by Tile Fastener: }�� 14 L� - Edge Acetal or it e� Ridge Venting. Fastener: (papyheoetel 1 Bird Stop: NAts."4'Lr (ifopplaoble) �t I(' ' Edge Aceta,3,r x 3 tr Cr4� AR(P Roo!Pitch or Gutter: 12' Existing or Proposed / js Soffit Venting: Z DETAIL 01 Job Site Identification: Mortar or Adhesive Set Tile Systems Page-S Job Address: Contractor: O Process No. Insert Building Ridge Height.Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCI:7-88 Fact Sheet Attached Exposure Category: Classificalion Category: C, At l lunricance occanlinc7: _)(Y _N Basic Wind Speed at 110 ph Building Location: Building Condition based on %of openings: (See Table 9 ojASCE 7-88) Ride eight•. Ea a eight: Roo M an Height feet feet feet Ground Level BUILDING INFORMATION#I Job Site Identification: Mortar or Adhesive Set Tile Systems Page-6 f RteContractor. Aaba Process No. Job Address: � Sketch Roof Plan,indicating all dirnensions.slopes and arty roof top aNnp"'ItIc Also insert variable labeled'e which represents Peritneter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7-88 Fret Sheet Attached) ee,n�-� �- Ce7rn�cs �� CG7 Cvl 8 t nr.7w. d-4 Z{..� ,- Noe, VhC4,�� ,,y��t O .G. ALL P K , / vvl K �i�C"—� i4 4� F/tlil --1495 G� I A L4 s� s IS 1 70 0 -410 ar . t5 T CAI { BUILDING INFORMATION#2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page-7 Job Address: ���,.� tet/ y `�' Contractor: ACC 6,0 Q� _ Process No. ' The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA-COUNTY OF DADE r� Before me this day personally appeared f LAG� who, being first duly sworn, deposes and says that all information submitted herein is true and correct. .9 L-- Licensed Co r ctor/Owner Si lure nn Sworn to and subscribed before me this 00 th day of dY1 f� 19�%- . My commission expires: 27 ' ~ SEAL Nota PUBLIC STATE OF FLORID State FIoP9h4MISSION NO.CC47MV 999 MY COMMISSION FJCP. ' Mortar or Adhesive Set Tile Systems Page-8 �ettio Ane — MCTI101101-IrAN DADF_ COUNTY, rLOnIDA MI_1t1O4)ADr rLAGLh11 BUILDING WILDING CUUe COMPLIANCE OF AIITMENT SU11111003 MO1110•1.)AUG I'LA01.1111 OUILUINU 140 WESt KAOI.En stnEET MIAMI,PLOnIUA 33130.1003 (305) 378.2601 1'RODLICT GON"r12O1,NOTICE OF ACC�•EIANCC PAX laos ma-xooa Melro Oent RoorTile,Inc. I ISO I Notllnwest 11701 Way Medley,Plotide 33178 Your application ror Product Approval or' Afetro Gert Roof ylle Nall-Orr,Afortar Set orAdhesive.Tet"]'he Ihave*sr"Adoling 771E under Chapter ti of lire Metropolitan Dade County Code govern(ng lire use or Alternate Materials and 'Types of Construction,and completely described in the plans,specifications and calculations as submitted by, Redland Technologies, 771e Center for dpplfed Engineering, Irrc., and 1 esnvell Craig Laboratories & Consultants,lrtc. the Building Code Compliance Department to be used in Dade County, e lance b 6 has been recommended for ace p Y e standard conditions set forth on page 2 through 17 and tit Florida under the specific conditions set rorth on pages 8. 11ne approval shall not be valid atter lite expirntion date stated below. 'rlre Building Code Compliance Office uality reserves tile right to secure this product or material at any lime for a jobsiten°er nlho BuiiJimg Code Compliance control testing. If this product or nnalerisnl fails to perfinm in lite approved nna , inely. '110 11POIC"111 911011 Office may revoke, modify or suspeud lire use or such product orinn(crin rida I3uilJi�ngtCexle bcremncted nCfectimg re-evnluale this product or material should any annendnrcnls to the south this product or material. 'rhe Building Code Compliance Officve thematIight to rial tlntis to revoke etllis approval, t is determined by the Building Code Compliance Office 11181 this product or tine South Plorida Building Code. '11ne expense orsuch testing will be Ztodrigt y tit un ctur r. Acce rinttrce No.: - Itevises No. _24 ty� z I Expires$ NOV 2 > 1997 Product Control Supervisor r AU131't'It�NA' " GES IrOR Sl'CClrrr'SND GrNCIiAL ,� 1IIlS i iS 11G Gt31r' 1tS11 Rr sr ?�� L1li'IC�NS r'OIViMI'l ig r rlication ror Product Approval furs been ieviewed by lite Mettopolilalt eJ iu U Jo Couade � BFloJida under '1 his a{{ Compliance DeparUment and approved by lite LiuilJing Cole Cornnritlee to a used the cunJitious sgt forth above. Approved. 4012 9 1995 Charles Danger,P.E. Director L: Building Code Compliance Dept. Metropolitan Dade County x;. i PRower CONTROL NOTIt.'E or ACCE!'TANCE ' ROOFING SYSTEM APPROVAL Aapits�nts Metro Gem Roof`file,Inc. Product Control No.: 0-0406.04 11501 Northwest 117th Way JUN 2 9 1995 Medley, FL 33178 Approval Date: Expiration Date: MN 2 1 1997 Category: Prepared Roofing S ut -ateaory: Low Profile Tile Nail-onWortar Set\Aditesive Set Sub-Tyne: Conctete - System Llescrii ii i" Metro Gent Roof 'file, Inc. is a Florida based manufacturer of concrete roof tile for nail-on applications. This Product Control Ato "Wnve" low lila arotile. Refer to appropriate Pro lust Control Anprovals fctr other tie t rho 1 es. Metro Gent Roof Tile markets Tile systems through local roofing wholesale distribution. 'the profile is available ht a variety of colors and has matching trim pieces used for rakes, ridges, hips and valley terminations. • i Metro Geut's "Wave" roof the has been tested in compliance wilh the South Florida. Building Code reyuiretneuts for coucrele, nail-on, ntottar set and adhesive set file applications. The minhuttnt roof slope for Metro Gent's "Wave" nail-on tile shall be 4":12". 'I'he minis nun roof slope for Metro Gent's "Wave" tttortar or adhesive set tile shall be 2":12". See the "Profile Drawing" section int this approval for the "Wave" Tile profile. The Metro Gent Roof'Tile "Wave" Tile profile has been tested for both wind characteristics and static uplift performance, thererote, any consideration for installation shall • be done as a'Montent Based System'. Data for attachment calculations is noted in'fables 1 through 4 of this approval. >; Contact: ` Fernando Arias , Metro Gem Roof Tile 11501 Northwest (17th Way Medley,FL 33178 (30S)558-67 12 �u ti 2 :./ Raul Rodriguez Product Control No.: 95-0406.04 TRADE NAMES OF PRODUCTS MANUFACTURED OR . LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Wave"Tile I- 16'/:" PA 112 Low profile,interlocking,high w= 13" pressure extruded,concrete roof tile, ''/,"thick equipped with two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces 1 a varies PA 112 Accessory trim,concrete roof pieces w-varies for use at hips,rakcs,ridges and valley varying thickness terminations. Manufactured for each tile profile. Y' ------------- pp� P�- F');. yy�� 'f C= j al • ;1 r it s. Raul Rodriguez Product Control No.: 95-0406.04 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Product Dimensions Snecificalfons Mali_ l_riinn Manufacturer 1130 Felt N/A ASTM D 226 Saturated organic felt generic type 11 to be used as a nailed anchor sheet. 043 Coated Base N/A ASTM D 2626 Saturated and coated generic Sheet organic base sheet for single or double ply underlayment. Mineral Surface Cap N/A ASTM D 249 Mineral surfaced generic Sheet asphalt roll roofing for use as a top ply in a double ply underlayment system. Lenzingtex-ZB 140 59"x 164'roll PA 104 Single ply,nail-on Lenzing Underlayment 22 lbs/roll underlayment. Performance,Inc. with current PCA Rainproof li 30"x 75'roll IIA 104 Single ply,nail-on Protect-O-Wrap.Inc. 36"x 75'roll underlayment with 2" with current PCA or self-adhering top 60"x 75'roll edge. ' Ice and Water Shield 36"x 75'roll PA 103 Self-adhering W.R.Grace Co. underlayment for use with current PCA asatop ply inatwo ply underlayment • system with approved 1130 or 1143 as the base layer. Mopping Asphalt N/A ASTM D 312 Asphalt for bonding a generic type Ill or IV mineral surface cap to a ntech.attached base sheet in a double ply underlayment system. r Flashing Cement N/A ASTM D 4586 Cut back,asphalt generic based,asbestos free, fiber reinforced, trowel grade cement for repair and Ilashing applications. 4 9Y; Raul Rodriguez • - f Product Control No.: 95-0406.04 Test Product Product Dimensions Specifications Descrittllttlt Manufacturer Asphalt Printer N/A ASTM D 41 Cut back,asphalt generic based coaling used to recilitele bonding of dissimilar materials. Roofing Nails min. 12 ga.with PA 114 Annular ring shank, generic head Appendix G hot dipped,electro or mechanically gaiv. roofing nails for use in underlaytnent attachment. min32 a PA 114 Corrosion resistant generic 11,111 Caps . g ' min. V/1"o.d. Appendix C circular disc for use in max.2"o.d. underlayment attachment Wood Preservers Salt pressure treated generic Wood Battens vertical or decay resistant Institute LP-2 min. I"x 4" lumber battens pori .nn1 1 A min. I"x 4"for use with vertical battens or thin. I"x 2"rot use alone Tile Nails min.8d x 2'h"or PA 114 Corrosion resisifild, generic min. 10d x 3" Appendix E screw orsmootshank nails. • PA 114 Cotrosiun resistant, generic 'file Screws ie8 x 2'/2"long 0.335"head din. Appendix coated,square drive, 0.131"shank din. galvanized,coarse 0.175"screw thread thread wood screws diameter Roof Tile Mortar NIA PA 123 Prepared mortar mf' ix Bermuda Roo designed for mortar Company.Inc. set tour tile with current PCA applications. PA 123 Prepared mortar mix Quikrete Constructio Ruof Tile Mortar NSA designed fur mortar Products ("Quikrete®Roof set rourale with current PCA 1'11e Mortar 01140") applications. 5 ' Roul Rodriguez I Product Control No.. 95-0406.04 Test Product Product' Dimensions Speciitcatlons Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsol Co. ("DONSAL®Roof designed for mortar with current PCA Tile Mortar Mix") set roof tile applications. ` I ' Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polypro(ID Al 1160) for use in roof the Inc. applications. with current PCA Hurricane Clip& CHO PA 114 Corrosion resistant generic Fasteners min. W width Appendix E - bronze,aluminum, min.0.060"thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min.Ild x I%." clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing hails compatible with the clip. A hurricane clip is required on all nail-on eave tiles. Valley Flashing min.26 ga. ASTM A 325 Galvanized steel generic min. 16"width valley flashing Drip Edge min.26 ga. PA III Galvanized steel drip generic min.2"face flange edge , min.2"deck flange l _ 7 Z •e 1 J- I y ., Raul Rodriguez •�Y'Ai Product Control No.: 95-0406.04 .r TEsT REPons Tesi Agency Test identifier Test Name/ReRo_r_i Dth y Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 • Redland Technologies 7161-03 Static PAUpli(A)ting Dec. 1991 Appendix III ' The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,.lnc. PA 101 (Mortar Set) ' 94-060B Static Uplift Testing March 1994 The Center for Applied PA 101 Engineering,Inc. (Adhesive Set) The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 0"1leadlap,Nails,Direct Deck,5/8"plywood) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 PA 102 Engineering,Inc' (4"Neadlap,Nails,Battens) The Center for Applied 25-70944 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4"I-leadlap,Nails,Direct Deck, 15/32"plywood) Static Uplift Testing Feb. 1995 The Center for Applied 25-7183-1 pA 102 Engineering,Inc. / Quik-Drive Screws,Direct I. . Deck) . The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 PA 102 Engineering,Inc. (2 Quik-Drive Screws, Battens) + f Static Uplift Testing March, 1995 The Center for Applied 25-7214'2 PA 102 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) k 7 . . + Raul Rodriguez Product Control No.: 95-0406.04 r S 'fest Agency„ Test identities Test Nawellteport D912 The Center for Applied 25-7214-6 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (I Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 The Center for Applied Project No.307024 Wind Driven Rain Sept. 1994 Engineering,Inc. Test OMUC-73 PA 100 Testwell Craig Laboratories Lab N: EA-23• Physical Properties July 1994 &Consultants,Inc. Tech:M Suarez PA 112 +y r . tf. Raul Rodriguez Product Control No.: 95-0406.04 SYSTEMS (Conrt•tNUru) Deck Type: Wood,Non-insulated Deck Description: New construction 19/32'or greater plywood or wood plank. SYS'T'EM U: Mortar or Adhesive Set Application Slope Mange: 2":12"to 7':12" Note: System V is only acceptable in (Isis slope range. For slopes in excess of 711:1211,refer to System G. Underlaymenl: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation 05.) Kooling'T'ile: Install Tile ill compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: I. Cor to-roof applications, 11/32" plywood is an acceptable substrate. 12 Raul Rodriguez i product Control No.: 95-0406.04 ` II SYSTEM LIMITATIONS i I. The standard ntiniuutm to pitch for Metro Gem hoof'file's "Wave m 'rile", low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail-ort applications fasteners for mechanical attachment of tiles shall have a hent diameter larger than that of the preformed holes in the tile. installation shall be in compliance with lite system specifications outline) in this Product 3. S sleet cleat nttnchmcnl resistance Y provide suf[i HoV Control Approval. The method of attachment utilized shall 1 ctrl of resistance determine) fit express ed as a ntontenl to meet or exceed lite requ{ted morn 'file "Wave m compliance with Dade County Protocol PA 115 or PA 127.eris he Mndustttlic uplift lilt performance, both wind chars Gent •• �� a has been tested for b , � shall be 'Isle the profit 'lit l A IIS or I A IZ7 therefore, attachment calculations for installation in coutpliance with done as a'Moment Based System'. a flet) sialic uplili lest by a Dade County accredited or adhesive set the applications, performed. Co �{. tForest ngalar vtocol PA 106, shall be tl (r testing agency, ut compliance with Dade Gout y nelit 5. For mortar set tile applications, 30/90 hot mopped underlay, antentflttnterimay be in lanes perpendicular to the roof pitch unless stated otherwise by lite uJerlaY published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. A t plications for rooting permits shall include a completed s ni J details,tat copytor this Product 7 {I Permit, a copy of Metro Gem hoof'1 ile s current specif ic.at control Approval nod a copy of the product Control ndepttu appropriate ali rte o lagfu olhe reyuir d tiro the proposed tile application. Reference shall be m 11 rating. • Dade Ccfunl certified testing laboratory to maintain 8. The applicant shall retain lite services of a b Y analy it control in compliance with lite South Florida Building Codeand related protocols. Samples taken shall be in compliance with Dade County Protocol l A 112, l l rovisiuns shall be in compliance will, Sections 203 and 204 of lite South 9. Any amendments to these p Florida Building Code. 13 Raul Rodriguez 1 I Product Control No.: 95-0406.04 Un cA I+On ATrAcitmENT ` CALCULATIONS Table 1: Aerodynamic Multipliers-X 00 Tile 1L(ft') 7, (ft') Profile Batten Application Direct Deck Application Wave"Tile 0.27 0.29 Table 2: Restoring Moments due to Gravity -Mo(ft-ibf) Tile 3":12" 4'•:12" 5":12'• 6":12" 7":12"or Profile greater rect rBallens Direct Ballens Direct Battens Direct Battens drect eck Battens deck Deck Deck DeckWave"'Tile .88 6.61 5.76 6.50 5.64 6.37 5.50 6.21 5.34 8.03 Table 3: Attachment Resistance Expressed as a Moment-Mr(ft-Ibf) for Nail-Ort Systems' Tile TILE APPROVED APPROVED APPROVED APPROVED Profile APPLICATION NAILS SCREWS' FIELD CLIP EAVES CLIP WITH: WITH: 1 nail 2 nails 1 screw 7_screws 1 nail 2 nails 1 nail 2 nails Wave"''f ile Battens 3.30 6.50 27..90 �49.10 .24.20 34.80 22.10 32.20 Uirecl0eck 9.OU 17.30 2 _j_ 5.80 10 24.30 35.50 19.00 31.90 ' Data noted In Table 3 is for Installation will,a 3"the headlep. 2 Approved screws are as noted in the Trade Names of Products Manufactured By Olihers' and 'Profile Drawings' sections of this Approval. Ciips on eave tile are not required for this attachment configuration unless the�Requlred Moment of Resistance exceeds the values noted above. . L 14 Raul Rodriguez Product Control No.: 95-0406.04 i ` llATA root ArrAcummT CALCULATIONS(CONTINUED) Table 3-A: Attachment Resistance Expressed as a Moment- Por Nail-On Systerns Tile Tile Two(2)lod x 3"long 118118' Profile Application Direct Deck 67.50 eve"The New Construction (rnln.tI/u"plywood) Ulrect Deck 43.00 Recover/Retool (min.'$I,:"plywood) Battens 50.90 New Construction ' l lie Installation with a 4"headlep using two(2)Approved 10d x 3"lorry polymer coated, corrosion resistant, ring shank nails installed In rnanufaclured holes located 2%s" from lite head of the 11118. Clips On eave Moment of Reslto are istancet01 exceeds p eor this allochn'10111 values rioted above. 0yurallon unless lire Req Table 4: Attaclnne11t Realstahce Pxptussed as a Moment-Mt(It-Ibl) por Mottar or Adhesive Set Systems Allachment Tile Tile Replstartce prollle Application Mortar Set 20'80 Wave"Tile 88.81 Adhesive Set r v Itoul Rodriguez 11toduct Control No.: 95-0406.04 �JJ • � „ PROFILE DRAWINGS � nFRcc � � a � r not .,J� •� ♦ � �1 s a west on"Wwr of tas wniEn L�lMt4I WAVE"TILE r I . ' IG j( Itsul Rodriguez `A Product Control No.: 95-0406.04 PROFILE DRAWINGS (CONTINUED) �_ Vy zn DEM APPROVED SCREW roll SCREW DATA IN TABLE 3 r 1 l7 Raul Rodriguez t:T110 MET110POL117AN DADE COUNTY, FLoniDA MI_T110•DADE FLAGI-En BUILDING WILDING CODE COMPLIANCE DEWTMENT sUITE IG09 ME1110•DADE rtl.A0LE11 UUILUINO 140 wEsr rLAOI-en sinner MIAMI,mo111DA 93130.1503 cc NOTICE Or, ACCEPTANCE: S"I'ANUAItU INDFICION (305) 76 0o1 r-nx(306) 076-2901 I. Extensions of Acceptance may be considered tiller a new application has been filed and the supporting p Y Pp data,lest reports no older than ten 10)years,have been te-evaluated. P � All reports of re-testing shall bear the seal, signature and date of an engineer registered in lite State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination,unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re-evaluation. 4. ')'his acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is 'displayed,lien it shall be done in its entirely. G. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-scaled by an engineer. 7. Failure to comply with lite Standard Conditions shall be cause for termination of the Approval. Rout Rodriguez Pioduct Controf Supervisor 1'Itis approval supersedes all previous approvals. ti 18 ' ;�y ;, ° .� t=� �, 7 OAr•,S ca BRADCO TENA ' b HOME 1 r.1f'TItUC1ARE tA(-.1(10PULlinrl 0AuI2 COUNTY, FLORIDA {v1E I HO•UADC- FLAGLER BUILDING �OUlt•01Nt3 CODE COMPLIANCE DEPARTMENT SUITE icor McTf10,0ADG FOOMR DUILOINO tap WeST FLAALIR$111116'1' MIAMI, FLORIDA'03100.1603 4306) -215-2901 FAX(306) VG-2808 1'ulyfoant Pto(lUCti, 111c. 2400 Spring-Stuebner Road Spring,Toxas 77381 H60"-1of T{1C Adhe5)Yf udder Your application tc•r Prods+ct Approval of p.,yttY Ct,u})tcr S of tllc �(eiropolitats Wade County Coda governing fQa!n °duct& :Q-A-- ��--- overnin the use of Alternate Materials and Types of . Construction, and completely describtd in the plane,xpecifications and calculations ns submitted by The Center for Applied Enginc;rin(;, Inc. and miles Laboratories Polymers Divislott has been rccornmended for acceptance by ilia Building Code Compliance Gepttrtment to be used in Dade County, Florida under the specific and standard cuuditions set forth hcreln. 1'itc up})royal shalt t,s valid for a period of threu years. The Building Coda Gomptifor gec olly tinent reserves the If right to secure a product or material at any tlnte for a jobAte or manufacturer plan product or ntateriai fail to perform in the approved manner,the Cade Compliance Department may revoke, modify t or suspend the use of such product or tnatcrial immedlately. The Building Code Compliance DepaWeat toserves be the right 10 require tc:stit)g,of this prgd ua• e'tit material should any amendments to the South Florida Uuilding CodC enacted tiffectiag thio product or malar The expense of such tostinn will be incurred by the MWl'1fac1uret• /, J FKooucT NO jd( n/� ACCEPTANC9 NO.: 2d-- 'i.l firzodui�;t rlgu Control Divlrion Supervisor •PLEASE NOTE- THiS I5"cttr COVERSHE ET. SEE Ain)MO ALP PAGES FOR Sl E40FtC AN a GENERAL C,OND uUILU)NG CoDF.COMMiTTEr'. Tlsis aFplication tt�r Product Approval has bee+t ruviewed by the Metropolitan Dada CAunty Building Code compliance 'aepa'dmcnt and apl:roved by the Ltuilding Code,t;Qmtnitice to be usad in Dade County, Florida t:ndoP the conditions set Wilt above. 411 dirt 2 Z 1995 /'i' . AFFROVED: _---.-- r , ,1 „ irector Building Code Campitance DeparTmcnt Metropolittut Dade County i 1 � psRAtSCG7 TINA ' S H0Mfi YI`7 Itl)OtJCt'CONTROL NOTICE,DE ACCEVrANCE ROOVING L0h1P0hF•NT ld rpROVAL 1 Prodticl Control No.- r, :43.11.JQ rolyfDan► Products, It+c. �pg _1995 2400 SPI"1118- Stucbner (toad Approval Datta:: Spring,'I'exas '17383-1132 AP^ H-2 7 1998 6xpiratipn Date: Roofing Component FastuninglAdhesivt: TY-W i'coof Tile Adhesive cSUh.T%W Two Component Polyurethane Systettt Description of rethane adhesive foe the attachment Polyfoam Products, Inc., produces t vo-component expandlag p p licatlon of colleroto and of clay. And concrete roof tile.roof dcck�su'bstratesttnd undacis t yment matedesiped r els.p • clay roof elle over a variety of rc poiyprog adhesive is applied with proprietary Foampro40 PTF1000 dispensing equipment. Approval of this product is specific to the two component mix and Fompr00 R'f171400 dispensing equipment. Aitcrnativo methods of dispensing will require it revision to oils approval. licensed by Polyfoam Products,Inc. PolyproW adhesive shall bt applied only by'Qualit td�peupon on'sueoosaful Co pl ton of a application • Collificates and identification cards arc issued to pp p trainln rp o Edi. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray p.0, Box, 1132 Spring,Toxas 77383.1132 (713)330.8888 Fax:(713)288-6450 AIN l Raupodtfilp—az L 110Lcr 101 L,1 •tr is-u-E. R'.� 1ti f MU(YC NU. . ZUcbt� `_;:2b Jul. 12 1995 11:46AM P3 • _. '•=a4 (:1 ,s 1 ,i-.Nd - 3a RAD CO TF NA , W KOMa P0 :a Product Conteol No.:—SQ1 031110 THADE NAPLES OF PRODUCTS I IANUFACTURED OR LASELV.1)BY APPLICANT Test Product Y1scd.facl ��ps'►o.ns ,"uV�� jjesc�tiau .. . NIA ('A'101 Two component l''olyproQ AH 160 polyurethane Foam rtac� R1"F 1440 N/A Sae Detoil Attached Dispensing Equipmont P •M i • • 2 • Raul•:t:)driguez Q : 1 I.D .Alvl WBRAD CC) TENA ' 6 HOME F' ❑ 4 Product Control No.: 2$-Q314.10 �RADE NAp1E5 OF PROMICTS MANUFACTURED BY OTHERS 11roduct Test Criteria Product Descrilitlon Manufacturer L ndet inyineilt PA 120 All Dado Copry.Component Approved . Ail Dadc products as detailed in Dadc County County Application Standard PA 120 Approved Products R„Q�..r11e PA .101 Ali Approved roof the systelPs having All Dade tested in complinneo with bade County County Protocol PA 101,as detailed in the systems Approved $ectlon of this Component Approval Products 3 ul Rodciguez >; d grid. i•:�tritutofs in tINUPIt NU. • •JU5 265 'J22b Jul. 12 1595 11:4789 P5 <:•-,. ', 1 : r, ] A,M, 13RADCO T€ NAr FS HOME r- 0 Product Control No.:-.21.M,14.10 TEST RIEPoRTS l4 Te. eA A?, T^1t1deptifier TeAt Nionle/Rellgri Ditto Ccnter for Applied i194-060 Metro Dade Protocol 04/08/94 En�,►nearing PA 101 Miles Laboratinics NR-569-631 ASTM D 1623 02101/94 Polymers Division • -=� '" TYPICAL PHYSICAL PROPERTIES PE[mertyJ►iyR 1 JdURLU t Density ASTM D 1622 1,6 lbs./ft' C0111plessive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Wator Absorption ASTM D 2127 0.08 Lbs.lFe MaiSture Vapor ASTM E96 3.1 Perm/Incls . Trunsmission Dimensional ASTM D 2126 '4'0.07%Volume Change @•401 F..2 Stability weeks +6.0%Volume Cliange c@ i 58°F., 100% Humidity,2 weeks Closed Cell ASTM V 7.856 86% Gontont Note.- The physical propertics Its-ted above are presentod as typical average vnivas as determined by atcea:pte%d ASTM test motitoda: mid erre subject to normal minia(net uring variation. y 4 • rM1. � +rtwwiw TINA S iHt?M$ V 0 F3 Product Control No,:- SYSTEMS Dyck Type: Wood,Non•insulat.eti,New C;onstruotion/Reroor Deck Description; Now construction %-or greater plywood or Wood pltink, Re-roof "/,,."or gratitar plywood SYSTEM A: Adhesive Set Application n, 11 " • • ' j ,Stops Pangr: 2":12 N to 7 :l2 � Undurinyments Install choice of Approved-uttdorla';ment system, noted on page 1 of Dade County Protocol PA 120, in aompliance with Section 3.02.of PA 120. Roofing Tlle: Install Approvod the system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section and the cotmponding Placement Details of this Roofing Component Product Control Approval. Tho adhesive attachment shall provide sufficient attaohinsnt resistance oxprossed as A moment to meet or exceed thv required moment of resistance determined in compliance with PA I IS or PA 127. The adhcslva attachment data is noted in the the Roof System Assembly Product Control Approval. comments: 1. For re-roof applicolions:minimum "!,° plywood is an acceptable substrate, 2. All 'System Limitations' noted in the tilc Roof System Assembly Product Control Approval shall apply. Rs Rodriguez •� ""�."- i ,. t _: � .; � � ::, 1 :=, R:•?� RAL7CO TENA ' 0 HOME yUZ • Product Control No.:�,a,�, Symms (CONTINUtrD) Uock T-i pe: C -*to, New Construction/Reroof Dcck Ucscripton: NCw construction SYSTEM B: Adhesive Set Application Stupe Rntago: 2":12to 7":12 • Underinynient/ Install Approved underlayment system of one of the following: Waterproofing: Underloyment System #1 (30190 Hot Mop) noted on Page 1 of Dade County I'rotucol PA 120, installed in compliancc with Section 3.02(A)of PA 120 or Any Approved urethane or asphalt based concrete waterproofing component installed in compli4neo with thr waterproofing component manufacturer's Roofing Component Product Control Approval. Strips of reinforcing fabric shall be installed at all concrete deck joint , Roofing Tile. Install Approved the system in compliance with PA 120. Adhesive shall be. applied In compllance with the Component Application Section ttnd the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive 'attachment shall provide sufFicient attealtnlent resistance expressed as a moment to meet or exceed the mgttired moment of resistance dmtermined in compliance with PA 115 or PA 127, Tia adhesive attachment data is rioted in the the Roof System Assembly Product Control Approval. Comments: 1. For re-roof applications,mininIUM "1,=" plywood is an acceptable substrate. 2. All 'System Limitations' noted in the the Roof System Assembly Product Coovol Approval or waterproofing component Roofing Compon9nt Product Control Approval shall apply,n;apl�fic$bie. 7,•i� ' tt Ar If Ar z 4 ' + •J ii'• 1 i_iAr••i * BIkA�+ GQ TENA ' t3: HOMS's r t� Product Control No.: 95-0314,l0 ' ComYONr n APPLICAT[W 1'ol�proV AH160 tile adhesive shniI only lie applied over an underlayment installed in compliance ;. witi, application instructions delailud in its Component Approval.. Underlayment shall be any ui,Juria�m�nts or underlaytnent systems listed as Approved in Dade County Protocol PA 120. Adhesive -application shall be in accordance with the Instructions provided in this Component •ApNtuvnl, the manufacturer may provide additional instructions subsequent to this approval date which. shall prevail. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products.Inc. . Calibration of the FoamproQ dispensing equipment is requited before application of any adhesive. r The inix ro6o between the "A" component and the "13" component shall be maintained between 1.0.1.15 (A) : 1.0 (13). The dispense timer shall be cet to deliver 0.08 to 0.15 pounds perotile as determined at calibl-ation. No other settings shall be approved without rovislon of this Component Approval. 4. Adhesive %hall be dispensed in a 17 in'to 23 W pad at time of applloation. The cured pad shall be approximately, 5" x 12". Foam placement oball be in accordance with the 'Placement Detaile provided in this Component Approval. Bach generic the proftte'requires a specific placement, as noted In Table 1,below. A the manufacturer may test a talo system In compliance with PA 101 and add an additional detail without incurring an additional revision cost. S. Adhere titre directly in freshly applied adhesive. 'file must be set within 2 to 3 minutes after foam has boon dispensed. 6. Adhesive, shall be pluoed to create contact with minimum 2 tiles, as outlined In the 'Placanont Detail' for each tile profile. Table 1: Adhesive Placement icor Each Generic Tile Prorite Tile Placement Profile Detail Two-Piece Barrel #1 '5' Shaped #2 Double Roll #3 Largo Flat 44 Small Flat „__• R A4Rorl¢uez r.r.v„����-r.cr-•---s�Toa.•�ii�iirtiwmr:w:*a�rJr r _t• v: . i :* r c i-j A x".T R A D C O T E. H AW H O M X �' tJ tint Product Control No.:_U.L 14.10 Sys-am Lth-tlTATIONs 1. Tile must he applied within 2 to 3 minutes of Intl application of Po)yproo AH160 adhesive, -r _. Polypi"' AH 160 adhesive sIt tll be installed only by'QualifiedApplicators' approved And licensed by Polyfot►nl Products. Inc. . 3. •Fcar adhesive sct the applications, n field static uplift test by a Dade County accredited testing agency, in cornplia►tce with Dade County Protocol PA 106, shall be required not-less than 72 hours after 'application to confirm tile Adhesion. The results of this. testing shall be reported to the BLIilditig Official and the installer stating that yte application has pAsscd or failed PA 106 testing, Ifthe application foils PA 106aesting, the-repoit shall state which portion of the test was failed; galugory 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, tier. installer may repair not snore than S416 of field area tilos and 10% of perimeter area (i.e. ridge/rake) the with Approved tile adhesive. The installer shall place an identifiable marking on Inch repaired Lilo for future referenoe. Any PA 106 re-test Shull not include any marked tile. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details` included with this Component Approval. S. Refer to the Roof System Assembly Product Control Approvol for system Approvals with this Component. ' 6. Rellcr to the Prepared Roof System Assembly for frra mting. 7. Polypro(g)A1•1160 shall not be exposed pcmianentiy to sunlight, S. Polypro4D AH 1'60 shall be applied with Fatimpro RTF1000 dispensing cquipmont only. 4. Any amendments to these provisions shall be in compliances with Sections 203 and 204 of the South Florida Building rr►da. rp rc Rau odri�>.tC -- .. •• r"-`r'+•'•a+NP:a'ot•*{'Jisai svo�r-w+vs..--�+wv:s+;:r..__.�..._,_ .�...,.n�.,. L f 08 a Q -A x.,i h Tss R a L"� G o T>t T1 A ' 0 HOME y 1 0 Product Control No.:,.9.j--QajAJA. • �` x 1V'' 1>'OYt pa0 ' • 1fi«n agp11o0 f � x{ ON (Dog COYER � • PAN �` 1 •• f t���:�. ;••'•� 'r;�'�'i�• �-itlFIRfT AAN tiCRE ti 1• .. ' MAiW �� ac+suweo 5r eo0e1 2. x 30• Toaa 8a6 .�� when awlkd MORTAR BEO iaR CavGR TILL ���.••ttt�i� UETAL E!r'C ORM WEEPH z r�crra+� G4vq 6100tUrs aptioAal. rAsm BOARD Placement Detail#1: Two-Piech 13AM'01 Profile 0 .__ _ ., ,�.;•,.•.«•s.+-Y•:f:: iJr"t�'.zve®nom+vim-".��+•�r.�,..r.�•.....r4•. =•. ' f . 4 _ et 1 r:� t�I,.i T S Ft/��l C C7 T E N A ' tai HOME Product Control No.: LIL PLAcEmEMr DETAILS (CONTINUED) A001HO FELT •- PLAS17C Rccr Ctut"T l>r R6CU1m BY 000c).0, f'l 2•' X 10" Tom ?ad .1 �I've IfC1+L LJ►1' Wr1Q(1 p�1.1'ld .���•l i it i•• ••i�'rf•S'J•.• ;r t=f•: aft rt-. • l�: a .✓J.��, BARGE VOMO ��Z1,�'�1 is l'2 i� •r jf.YM 160 a •�•••• • •�•:•�� oil •.,, , smumy �_ OOP �Asa� HOAAQ //rJ� saa'it►n� i or PDINT—UP V11% COLOP 0 btaAl'tm 10 tfalpi 'Itit6 (�ppst).PR£F1�8RlC.t7L►L� $UitF1�C£ CL��yyTiR H►ILL WHOUGH pj.ASughT OR %tt'f0 AI'P OKC AO11L51'Yc ROLL84 RAd nL= tyEEpKO1.E (SA!►h11� 5 Ctf'tS� 1.lact1nent Detail#2: 1S'Shuped Tllu Profile V i V ll. j _ :. •J ii c, 1 :_� Ax,,7 �• $ RADCO TKNA ' Cs HOME Product COntrol PL.ACI✓MFM'DETAILS (CONTINUED) y 101140404 SUVACC ACCAN0 MY x" x 101 Nim Pad • VAOM 69pl i ed �. .. 14AII THAIDVO+ PLASnC ROOF • C&MEET (YMCN ADOMONAL ' 1411.IN0 IC REOVIRCO ' sy Coot) CARO[ 00AR0 } M iA�CIA 6oAlt0 1 Placement retail N3: Doublo Roll Profile 11 11 Y• .rte- ...�•..M.1►.+ ... ' C IJ AL 1.4 F82RADC0 T� NA � S iiC►M� Product Control No.: r PC.ACEMENT DETAt.Ls ® (COMMUED) ' "Led , FOAM ,CTAT$X l 1. IM 'NCAO;�f./�QyME�y DQE L I I r l'• r .. �s SQNO UT i ;•t� 4 ; � •C. ., NAIL WOUGH PLM%C ROOF jL 40 310!; 31. .� �}•:ON'S ,CatjNO /t9RE1110HAGttIRI;C t •.I.....!r•1•.I�j t}tl +�• i• t %/..y�i•���•i•:� :l�iifl .� i ••�•,Xa� 1♦ , •. is i�r f i r it: •j�j i.•�•�it•a•M�•f�,. .•. �• � • /.rte :•ad•i�i�•���a�yaifMil••. for, , , r r. i 'rt FASCIA BOARD ' , . �w • p itEtl+tr f.A 'DRIP' t � �.:.•�'°'"• ' ;, Y , r . PQINTEc-UP MOfiT•�A;,OLro: �. i ' WHEiI US64C NO itafc>ti"a' '' • A# - . ' E Placement Dowil Nos,-Urge:Mat Prailla`1.1 ' i t'�� + '�• i J ' V. .. • N •'N'n �; � .� (.� 7 ,, dd•• •::�., •d•' v ani .'�• • F' .;ti�- •' .•. '. . '�• '11 pp►�rr��, .] '/!tl!�%.'T/`• tiff 1 r�•. ,b: ••. � tom. .• �• Y '� \ � + ��4M1 3'f T , � •�•y�yyy�•����• - �r� •.��•,•� �'• .v .� � '•'v. _. '� 4 i:.I � ? t=�A P�7 +� 8 R A I� C 4 'T�N.Fl ' S K G M E yip Product Control No.: PLACEMP-NT Driwa s t�QNI'INtJ�p�• • NOTTs CONTACT . t ' Its.UAOB WIN 9•• % t, 1111 NCAO of QNc n4c I t101it rO M SHAT.;. NOT REACH # r' t� 2.* THE NNoc�t►O IOC 0 i 011TO THE HEAD Of Tttt IN PREVIOUS i ROOM lu COunst ON CHTO VNDCAWC9 OP ADJACENT TILE. ,. fiar tIot;aslec o>� Z 'WLs 9two sty I R�oorxsr•ucw�t ?` x 10- ;rcara '• CWtN'RLRWR99 1BY �OOE� t Pao' '.than epp3.ia9 ' � I. . ,, � . f rtAo:,� f �' ',�. • III ,,• r ' SAWCUI kgP 'Ar ORIA �• • PCORT99-upr*i11 ML..,9io ' a: TToclsovrr I►aaA lioAao t. T%k Placement Detail#st,ftfi nat 1Proac' • It ' ��• i .c' 'i� r' :i' Y . 13 i4 .. ••'r %.• ° It•r "' tT' ri'o�Y� t.' ;r, � •�1;R• .'w.+k - BRAD CO TENA ' 0 HOME p � l METROW MRT'rt013OLITAN DAOE COUNTY, FLORIDA METAO-DADS FLAGLgp BUILDING auu.atNa coos OOMPUAN0109PAnT&WMT METnO'UAMG FLAG LLER p 1003 140 WttGT F tItL01NO LAGI,SH�I'4gPT MIAMI.RLORit47NIIaO-t8pp fl8 t. Extcnsions or Acceptance may be eonaidcred after a flow application has be data,test roporls no older Man ten(10)yaw,hako 6Mre�evaipueted, on filed and'the aupporuns All reports or re-testing shall bear the seal, signature and date of art engineer registered in the Soto of Florida. 2. Any revision or strange in the fn+steriata,use.or trt4nufacture of the product or process shall autonulioplly be rause for termination,unless prior Approval Is granted for revisions or Change. 3. Any unWistactory performance of this prodtlot or process ora change In Codb provisions shall be gr+n ams for re-evaluation. 4. 'Phis Acceptant o shall not be usod as an endonmacat of wry product for s.#les or advertising purposes, S. The Notice or Acceplanae number preceded by the words Dade County, Florida, and IBllowW by dre expiration date may be displayed fit advertising literature. if any potlion or the Notice of Aoceptanco Is displayed,then it shall be dons In its entirety. - G. Product approvhl drawings, where required for pertnit applicatiops,sliall bo provided to the appllcM by the manufacturer or his distributom unless otherwise noted In the;Notioa of Acee Canoe. The prints meed not be re-scaled by art Ongineer. : �" • ` . ; ;:y; ,.� .;; r..<{ . r.. 7. Failure-ty cvenply Willi the Standard Qndidons shalt be reuse foutomiination orthe Approval.. Rei ddaeT7 P uctContio[Divislon Supervisor This approval suporsadas all provl us approvpis. aa re Si .��I. � tt' i. !A,'R t � +•'�.. .•ZeR''^_f:JiiR�. mak',. GEOTECHNICAL TESTING LABORATORIES ENVI,RONMEWTAL DRILLING SERVICES HYDhOGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. Miami, May 28, 1996 Mr. Jorge Acebo ACEBO ROOFING 4305 E. 10th Lane Hialeah, FL 33013 Re Permit No. : 39421 Franz/Fisher Residence at 1173 N.E. 103rd Street Miami Shores, FL Dear Mr. Acebo : In accordance with your authorization, DYNATECH ENGINEERING CORP. , has performed and uplift test in compliance with protocol PA-106 and the South Florida Building Code on May 24, 1996 at the above referenced project. Dynatech Engineering Corp. , is a Certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one story residence at the above referenced project. The subject roof consisted of a Double Roll roof tiles foam set. On May 24, 1996 our field engineer visited the site and conducted One Hundred Eight uplift tests on the roof tiles. All tests were performed according to the South Florida Building Code Section 3404 .3 and protocol PA 106-95. The following is a summary of results - Field Test Results are TEST NO. TEST LOCATION FIELD UPLIFT PULL TEST 1F See Attached Diagram Greater Than 40 LBS 2F See Attached Diagram Greater Than 40 LBS 3F See Attached Diagram Greater Than 40 LBS 4F See Attached Diagram Greater Than 40 LBS 750 West 84 Street,Hialeah,FL 33014-3618• Phone(305) 828-7499• Fax(305) 828-9598 Page No. 2 1173 N.E. 103rd Street 5F See Attached Diagram Greater Than 40 LBS 6F See Attached Diagram Greater Than 40 LBS 7F See Attached Diagram Greater Than 40 LBS 8F See Attached Diagram Greater Than 40 LBS 9F See Attached Diagram Greater Than 40 LBS 10F See Attached Diagram Greater Than 40 LBS 11F See Attached Diagram Greater Than 40 LBS 12F See Attached Diagram Greater Than 40 LBS 13F See Attached Diagram Greater Than 40 LBS 14F See Attached Diagram Greater Than 40 LBS 15F See Attached Diagram Greater Than 40 LBS 16F See Attached Diagram Greater Than 40 LBS 17F See Attached Diagram Greater Than 40 LBS g 18F See Attached Diagram Greater Than 40 LBS 19F See Attached Diagram Greater Than 40 LBS 9 g .20F See Attached Diagram Greater Than 40 LBS 21F See Attached Diagram Greater Than 40 LBS 22F See Attached Diagram Greater Than 40 LBS 23F See Attached Diagram Greater Than 40 LBS 24F See Attached Diagram Greater Than 40 LBS 25F See Attached Diagram Greater Than 40 LBS 26F See Attached Diagram Greater Than 40 LBS 27F See Attached Diagram Greater Than 40 LBS 28F See Attached Diagram Greater Than 40 LBS 29F See Attached Diagram Greater Than 40 LBS 30F See Attached Diagram Greater Than 40 LBS 31F See Attached Diagram Greater Than 40 LBS 32F See Attached Diagram Greater Than 40 LBS 33F See Attached Diagram Greater Than 40 LBS 34F See Attached Diagram Greater Than 40 LBS 35F See Attached Diagram Greater Than 40 LBS 36F See Attached Diagram Greater Than 40 LBS 37F See Attached Diagram Greater Than 40 LBS 38F See Attached Diagram Greater Than 40 LBS 39F See Attached Diagram Greater Than 40 LBS 40F See Attached Diagram Greater Than 40 LBS 41F See Attached Diagram Greater Than 40 LBS 42F See Attached Diagram Greater Than 40 LBS 43F See Attached Diagram Greater Than 40 LBS 44F See Attached Diagram Greater Than 40 LBS 45F See Attached Diagram Greater Than 40 LBS 46F See Attached Diagram Greater Than 40 LBS 47F See Attached Diagram Greater Than 40 LBS 48F See Attached Diagram Greater Than 40 LBS 49F See Attached Diagram Greater Than 40 LBS 50F See Attached Diagram Greater Than 40 LBS 51F See Attached Diagram Greater Than 40 LBS 52F See Attached Diagram Greater Than 40 LBS 53F See Attached Diagram Greater Than 40 LBS Page No. 3 1173 N.E. 103rd Street 54F See Attached Diagram Greater Than 40 LBS 55F See Attached Diagram Greater Than 40 LBS 56F See Attached Diagram Greater Than 40 LBS 57F See Attached Diagram Greater Than 40 LBS 58F See Attached Diagram Greater Than 40 LBS 59F See Attached Diagram Greater Than 40 LBS 60F See Attached Diagram Greater Than 40 LBS 61F See Attached Diagram Greater Than 40 LBS 62F See Attached Diagram Greater Than 40 LBS 63F See Attached Diagram Greater Than 40 LBS 64F See Attached Diagram Greater Than 40 LBS 65F See Attached Diagram Greater Than 40 LBS 66F See Attached Diagram Greater Than 40 LBS 67FSee Attached Diagram Greater Than 40 LBS 68F _ See Attached Diagram Greater Than 40 LBS 69F See Attached Diagram Greater Than 40 LBS 70P See Attached Diagram Greater Than 40 LBS 71P See Attached Diagram Greater Than 40 LBS 72P See Attached Diagram Greater Than 40 LBS 73P See Attached Diagram Greater Than 40 LBS 74P See Attached Diagram Greater Than 40 LBS 75P See Attached Diagram Greater Than 40 LBS 76P See Attached Diagram Greater Than 40 LBS 77P See Attached Diagram Greater Than 40 LBS 78P See Attached Diagram Greater Than 40 LBS 79P See Attached Diagram Greater Than 40 LBS 80P See Attached Diagram Greater Than 40 LBS 81P See Attached Diagram Greater Than 40 LBS 82P See Attached Diagram Greater Than 40 LBS 83P See Attached Diagram Greater Than 40 LBS 84P See Attached Diagram Greater Than 40 LBS 85P See Attached Diagram Greater Than 40 LBS 86P See Attached Diagram Greater Than 40 LBS 87C See Attached Diagram Greater Than 40 LBS 88C See Attached Diagram Greater Than 40 LBS 89C See Attached Diagram Greater Than 40 LBS 90C See Attached Diagram Greater Than 40 LBS 91C See Attached Diagram Greater Than 40 LBS 92C See Attached Diagram Greater Than 40 LBS 93C See Attached Diagram Greater Than 40 LBS 94C See Attached Diagram Greater Than 40 LBS 95C See Attached Diagram Greater Than 40 LBS 96C See Attached Diagram Greater Than 40 LBS 97C See Attached Diagram Greater Than 40 LBS 98C See Attached Diagram Greater Than 40 LBS 99C See Attached Diagram Greater Than 40 LBS 100C See Attached Diagram Greater Than 40 LBS 102C See Attached Diagram Greater Than 40 LBS 103C See Attached Diagram Greater Than 40 LBS Page No. 4 1173 N.E. 103rd Street 104C See Attached Diagram Greater Than 40 LBS 105C See Attached Diagram Greater Than 40 LBS 106C See Attached Diagram Greater Than 40 LBS 107C See Attached Diagram Greater Than 40 LBS 108C See Attached Diagram Greater Than 40 LBS Test results were found in compliance with the South Florida Building Code and Protocol PA-106-95. Pursuant to section 7.3 .2 . of PA 106-95 a copy of this report shall be forwarded to the building official for his final roof top inspection. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof top inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continously changing due to exposure to the elements. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wisso Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN/sd cg s •. W1 IN. sir wD3t 39 •►�� st01 � I 10 as as sa �r Sym d`t •aZ n t Wt$ / b1 labas yt st / t7. 463 / 3s Sti 47 19 7R ar ii AA is W tab b'a • Sr at 4 ' � N� ►03 sTe.Ecz Dynatech Engineering Corp. Client: Scale: AcF-M '9t&v:tsc% N.T.S.✓ Project: %115 NC 'Q13 %teezT Date: r't 1.6rgi �4-�oQ�S, FwP.i�/� j•Z'�•96