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1140 NE 100 St (9)Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT `4 305- 795 -2204 Building Inspection Request Date /`I 3 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Permit No. aDO ' .2 T Name 1 Address � r t ioa,5 9, , iii-° ,/ MIAMI SHORES VILLAGE 1 \ BUILDING. DEPARTMENT • 305- 795 -2204 By►ilding Inspection Request Date 1 T�t C j. Permit No Type Insp'n Name kfaIOP . r I Address (I q NE._ I QU cs7""• Company pMYfqLrQ.. roc. Phone # Inspection Date Approved Correction Re- Insp'n Fee 7f ,Vot �2 so �� / � 1 749 56A/ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / ' y `e y Type Insp'n Permit No. Name Tin" c/A-t or4X 137).a603 -/9,2 Met -1 v es Address 1) 1 /.4 1 N /t ' f Company Pr 7, / CDO/ Phone # .7 96. 6 • 3 / , S S - gS9r Inspection Date / — /,S Ot Approved Correction Re- Insp'n Fee e_on balk MIAMI SHORES VILLAGE BUILDING DEPARTMENT 9 305- 795 -2204 Building Inspection Request Date) / r� Type Insp'n . ^ _ Permit No. L . ? � I � � ay Name Address l b l 0,1A , A Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Name MIAMI SNORES VILLAGE . BUILDING DEPARTMENT � 305- 795 -2204 Building Inspection Request Date Type Insp'n - 111-e_ i n ixoe -. Permit No. 6 n a-UU3 - Iga-4. • Address 040 L 100(S}• Company p � I q € Roof Phone # I I Inspection Date 3 " Approved ) Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORE,; VILLAGE ..BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Reque.t Date3) Type Insp'n Q--XJ' Permit No. Name (nc o Address ` J I `16 J �. (�J L- - Company pi\Qsi1q L(L Phone # Inspection Date 3)3 Correction Re- Insp'n Fee ofc ® :oak >ti 11 FZe ROOF PROBLEMS ? ? ?? DON'T WORRY!!I! WE HAVE ENGINEERS ANQ THE EXPERTISE OF MORE THAN 25 YEARS Owner's Name: jj7 27 Job Address: /J YO ,. /00 Rembert treras P.E. P.E.# 52 A -1 Cv'NSULTING ENGINEERS, INC. Lab. i ertif # 01- 1224 -05 I A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Permit #:/V-03 - /9Z,V . , Y / , r� Roofing Contracto Type of Tile: 7L4'9 1 --.7,0, L. Date installed: Approximate Roof Height: to 1 feet Roof Pitch: Type of Access to Roof: 0 Scaffolds Ladder Other Approximate Square Footage of Roof: `7 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 2-V-- y UOLIFT TEST ;mss TEST LOCATION 1 2 3 4 6 5 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UAL' IF/ IFFT PULL TEST TEST LOCATION 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TEST LOCATION 51 52 53 54 55 56 57 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 UnIFT PULL TES N ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: 4961 S.W. 75 Avenue, Miami, Florida 33155 • Telephone (305) 740 -9550 • Fax (305) 740 -9550 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE NOTES: SKETCH OF ROOF OF -.._. DATE DATE N OTES : 11/23/2003 20:50 3054859011 Owner's Name; • / ,R 7,e6, Permit #: 8P -03 Job Address: _______/_J_Yj2_,f/tr / O_eU f 7 Roofing Contractor: __,�Q /a'a_ Da.Co Type of Tile: ifyion fvor/ /ec, 0 -e" / ' Date installed: Approximate Roof Height: /D r feet Roof Pitch: ..r"/ 2- ' Type of Access to Roof: D K Scaffolds _ Ladder Approximate Square Footage of Roof: /9 ft 2 Required Testing Force:,Ibs. Gate Tested: / 7 - ' i ' - - 0 ` JUAN MADRUGA SKETCH OF ROOF 11111111111101111M11111111111111111111111 1111111111111111111111111111111111111 I ililiIIIIIMMUMMIIIIIIININ Euriumummummo i mmumummiumunumn ■/■ �� ■� � fir �� N �� ■Oar �N��A Cf � . ■ 7 , / 1��t u m m�� u ��ii�i � ��i��iiii n �i =i i ittarimmnimmummimmomnimumins imemilmmunimminprimarriii Imo" ismaliamontommun 111111111117‘11111111 NMI IIMUNIUNWEESHIMIMMIIIIMIN 1111011111111111111111111111 our iminumnrunummammairrnarraumm MI 11111MINSIMMIIIHMIMINUM1111111111111111 MI IMMIIIIIIMMUMNIIHNINEW. 111111111M•111 WI gyarpornmilsommumpinnis mom R ffnurpromor rammumettamor mum no waiEldrIllUIGRIMEINIGOMMOMUIT WNW MI ��I /ETi� /IIFi�J��Ei��7G7 11111/011111111111111111111111111111111111111111111111111111111111M 111.01411111LEIPMEMI 1111 � �[3; is - a�� : � �� p .��.a�.u � �� 111 Pima mom mommilimmommom mi gram eimannonamin PAGE 01 Other Miami Shores Village Building Department 10050 N.E.2nd Avenue Mi ores, Florida 33138 Tel( RRFaa ( 05) 756.8972 BUILDING SEC 1 2003 Permit No. e Zoo 3 - 1 9w f PERMIT APPLICATIO _ Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 v r, M a o Owner's Address 3 l 0 0 City 01 p v ' k r S State , Zip 33 /3r Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 ' 4 e °c• Is Building Historically Designated YES NO Contractor's Company Name ?Ce. iy.- ---"" ob 4 i N aG Contractor's Address 17..(04-2- S �8 r J City — Nr' aY-. ; State (r. Qualifier RL>oe )4 c wi Rs $ Value of Work For this Permit L pob Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Phone # ( ) - 1') City Miami Shores Village County Miami -Dade Zip 33/3? Phone # ( - 3 jq 51 1 (Z-1 535°1?) Zip g8 l ��3 . , Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: 29,00 Type of Work: ❑Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: - r . ( Fio_ -E— 1�eracz. — I 14°A ( ra " " UOtt1 it (ItQ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 50 - Permit Fee $ 3 4269 CCF $ Notary $ Fee $ a '... Technology Fee $ S Bond $ Scanning $ (� '— Radon $ --' 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 cer fy 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 TVVICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEV BEFORE, :RECORDING YOIJR 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• perm. it_ is issued. In the' absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent / Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1.- Ze5© 3 - �� t AL P � CPA /6417-. , day of 1 , 26 , by day of who is personally .,,,: .: r.• III: NOTARY PUBL : Sign: {� Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 (S I n � �1 1 1 toke an oath. A�t YSEAL NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 00173865 Signatur NOTARY PUBLIC: Sign: Print: . (Certificate of Competency Holder) r who is personally known to me or who has produced • 111 •I • 1 ... MY COMMISSION EXP. mv OMAYRA IZQUIERDO NOTAR PUBLIC FLORIDA MISSION NO. DD173865 ..vz iwi� _ — My Commission Expires: oath. ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEC 15 2003 Plaris Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /16/2003 Applicant: RAYMOND Owner: MATEO JOB ADDRESS: 1140 NE 100 Contractor PRESTIGE ROOFING CORP Local Phone: 305 - 835 -7663 Parcel # 1132050190430 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1924 MATEO RAYMOND ST Contractor's Address: 1090 E 28 ST Legal Description: 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 7 Fees: FEE2003 -8305 FEE2003 -8306 FEE2003 -8307 FEE2003 -8308 FEE2003 -8309 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $6.00 $2.00 $7.50 $6.00 $321.50 Total Fees: $3/1_5% Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/7/2004 Construction Value: $10,000.00 Work: REGAL "S" COLOR THRU WHITE TILE AND FLAT ROOF BY: DEC 1 7 PA Page 1 of 1 BLK 178 LOT SIZE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. eL ( 1140"q- loos 4- +FKf.�'� .fi44; .... �. .. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Cede, Building govern the minimum requirements and standards of the industry for rooCng system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (i1igh Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion . performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. 12cnailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions o`Chapter lG (High Velocity Hurricane Zones) of the Florida Building Cede. (The roof deck is usually concealed prior to removing the existing roof system). P 3. Common Roofs: Common roofs arc those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed,Apen beans ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof, Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and; performance of the new roofing system. Ponding conditions may not be evident until the original roof;•ng system is removed, Ponding conditions should be corrected, (L 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so -hat the roof is not overloaded from a build up of water, perimeter /edge walls or other roof extensions May block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. P Y4- 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itse'f). The existing amount of attic ventilation shall not be reduced. it may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne s /Agent's Signature der FAX NO - .: 305;93952 Nov. 21 2003 09:13PM P1 J 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. _a C1 Process No. Contractor's Name \'�� D \ \i d� Job Address 1146 KlE v Low Slope ❑ Asphaltic Shingles ❑ New Roof 300 ROOF CATEGORY ❑ Mechanically Fastened Tile L1 Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ARE THERE GAS VENT STACKS? YES ❑ NO ROOF TYPE TYPE ❑ LVGX ❑ R e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1.goo aaoo 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. ■. ■■ ■ n.■ ■■ . ■.n.... ■ ■.o.n... ■■n.■ ■ .■.■u■■ ■■■■ ■..■■. nou ■ n■■. I ..■.. C' E. nn noC.E nCCCaC.■ ■ ■■ CC.'>JCo.. ■■.nn.0 ■. 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CCC n. nonon non i ICua.aa.� CCC CCECC""" CE ..n...r .. ■■■■.. ..no■ ■ ■ ■ ■ ■ ■► ■■ ■o■.o■n.o ■ ■.■ ■o ■■ an ■■■ ■■■■noon I .noun . .u. ■ n■.o■ a ■. n nau.. ■n....n.■.■ ■. ■ ■■ ■oa.■■o o■ ■ . nC■ C C �`�:. ■a. ■ .Cann.. . C. ■ n ■..■.■ ■ ■C■■ ■C. ■......CC.n moon non . ■► ■ ■E .IN . ■.MC E■. CaC .■.C..C C C. E C .■.na.CCCC■na.C■nn■ mum OWNS ■.►,MOnnn ►!I....n •E..CC■ ■ ■nuns ■ ■. .■ . n ■n.■ ■.•■ n..■ ■■■ • auM U iC NOM CCC I. CC ■n■r� ■ .■■I• an . ■ . � ■.■ C n ■ a nou ■. iCECC C C■ �CCCCE ' ■ ■ ■ ■:.- • ■r..u.uu.• a CC ■..C.E ■ ■ ■■■.�I.CE.uu I. uauauno nEM NO MEEEEEaEuEE6 :0.�1u•uu • ...auEE� ' � j : E,u IN Roof System . Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes . , . A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. ` From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE. NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAV CCA3 NOA No.: .° I - 0S2 . _Design Wind Pressures, From RAS 128 or Calculations: Pmax1 '4/-•2 p Pmax2:'" O2 <C Pmax3" .124:1 Max. Design Pressure, From the Specific NOA System: — S2-5 Deck: Type: Gauge/Thickness: 3/6 Slope: Anchor /Base Sheet & No. of Ply(s):Ga G S" $A`E Anclior/Base Sheet FastenerMonding Material: Insulation Base Layer: M/A Base Insulation Size and Thickness: WA Base Insulation Fastener /Bonding Material: /o/A, Top Insulation Layer: /Q /A Top Insulation Size and Thickness: t /A Top Insulation Fastener /Bonding Material: Section C (Low Sloped Roof System) IU /l Base Sheet(s) & No. of Ply(s): N /A Base Sheet Fastener /Bonding Material: t1 /A Ply Sheet(s) & o. oYP y(s):• s-r Ply Sheet Fastener /Bo d g C V\ . Top Ply: : GAC A 51.E e� Top Ply Fastener/ Bonding terial: ASph vim Surfacing: N/A A Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 " oc @ Lap, # Rows Z @ / ° oc Perimeter: c " oc © Lap, # Rows+ @ " oc A .i Corner: "r` " oc @ Lap, # Rows 6 @ 4 oc Number of Fasteners Per Insulation Board Field WA 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. Pc C e ? 6 0 5 5 / (P FT. /V /A. 1 -AV 11/;\ ti TFT. Parapet Heiaht 9` Mean Roof Height Roof Slope: :12 • Alf 1 High Velocity Hurricane•Zone Uniform Permit Application Form • . . • 1 • Section D (Steep Sloped Roof SVstem) Roof System Manufacturer: , >r - =') -;\ Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: -, 5 -6 Pmax2: 22 Pmax3: 22, 9_5 Maximum Design Pressure (From the NOA Specific System): Deck Type: Sloped System Description 7-••-• ype Underlayment: Insulation: Ridge Ventilation? t ) Fire Barrier: Mean Roof Height: 4 - k) Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: J y ' 1 1 . • 5 '+ 4 ,1'' )• t" 4 - ) iC Type & Size Drip dge: c. • Where to Obtain Information Description Symbol Where to find Design I'ressurc I'1 or 1'2 or P3 RAS 127 fable 1 or by an engineering analysis prepared by Pl.` based on ASCII 7 Mean Roof ['eight ' I I Job Site Roof Slope 0 Job Sitc Aerodynamic Multiplier x NUA Restoring Moment due to Gravity hl, NUA Attachment Resistance Mr NOA Required Moment Rcsistancc hl, Calculated hlinimum Attachment Rcsistancc I' NUA Required Uplift Rcsistancc 1.', Calculated . Average Tile Weight W NUA - I'i c O mens:ons I... length w� width NOA - All calculations m he submitted to the Iluliding Uilkinl at tie time or permit application. M Required Moment Resistance* Mean Roof Height -44. Roof Slope 4, 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 I 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 • .� For Nloment based tile systems, choose either Method 1 or 2. Compared the values for M the values from K. lithe M values arc greater than or equal to the Mr values, for each arca of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per (P, :4 5 x X - i = 4.04 - mg: c M,t n� I': xX . , 31! = "')) -Mg: :-7,.7 • / _ x x . c 1 t = l' . Z9) - Mg: 3.34 ° Mn � .• S Required Moment of Rcsistancc (M Front Table Below e High Velocity Hurricane;Zdne Uniform Permit Application Form ;Section E (Tile Calculations) RAS 127" Method 2 "Simplified Tile Calculation Per Table Below" NOA M .v.,o. • NOA NOA NOA M *Must be used in conjunction with n list of ntomcnt based tile systems endorsed by the I3roward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values, for each 'arca of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P x I: = x w: = ) - W: x cos 0: = F NOA F' (P,: x I: x w: _ • ) - W: x cos 0: = F NOA F' (P x I: = x w: = ) - W: x cos 0. = F,,: NOA F' .o ;-§Pit • IAMI-DADE LDING DU CONTROL DIVI TICE OF ACCEPT NCE NOA nson Roof Tile d.b.a. Pioneer Concre 0 S 34 Ave .rticld Beach, FL 33442 OPE: s OA is being issued under the applica tation submitted has been re NSON ROOF TILE DEERFIELD ; 954 426 2260; e docu the Board of Authority Having Jurisdiction (AHJ). ONCE OFFi • E (BCCO) Tile Jan -3i -U3 y:•uuivi; I 09G 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 e rules and regulations governing the use of construction materials. ewed by Miami - Dade County Product Control Division and accepted to be uscd in Miami Dade County and other areas where allowed by is NOA shall not be valid after the expiration date statcd below. The Miami -Dade County Product Control { vision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ve this product or material tested for quality assurance purposes. If this product or material fails to perform in accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately yoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or itcrial fails to meet the requirements of the applicable building code. his product is approved as described herein, and has been designed to comply with' the High Velocity Hurricane one of the Florida Building Code. ESCRIPTION: Regal/Spanish "S" 1i Roof Tile ABl;1.,1 NG Each unit s E h t hall bear a permanent label with the manufacturer's name or logo, city, state and Ilowing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. E tN E`vAL of this NOA shall be considered after a renewal application has been Tiled and there has been no ante in the applicable building code negatively affecting the performance of this product. ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the aterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any roduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply ith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade the nty, Fl displayed, and d, oli it d all I he expiration date may be displayed in advertising literature_ If any portion of t e done in its entirety. NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors nd shall be available for inspection at the job site at the request of the Building Official. his NOA consists of pages 1 through 6. 'he submitted documentation was reviewed by frank Zuloaga, RRC NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 er; B): SON ROOF TILE DEERFIELD ; 954 426 2260; OOFING ASSEMBLY APPROVAL ategory: ub Category: Iaterial: PRODUCT DESCRIPTION Manua ed by Applicant Janson Regal / Spanish 'S" II Tile feces COMPONENTS OK PRODUCTS MANUFACTURED BY OTIIERS Test Specifications Description TAS 114 Corrosion resistant screw or - Generic Appendix E smooth shank nails (With current NOA) Product SCOPE This renews a roofing system using Hanson Regal /Spanish `S' I1 Concrete Roof Tile, as manufactured by Haryon Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements. as determined . by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Roo Tile Mortar hileTltc ") `Roof Tile Mortar (" Quikrctc(1) Roof Tile Mortar #1140 ") Roof Tile Mortar ("BONSAL9 Roof Tile Mortar Mix ") Roofing Roofing Tiles Concrete Dimensions Length: 17 ' /d" Width: 13 'A" • %" thick Length: varies Width: varies Dimensions Min, l0dx 3" #Sx 2 '/" long 0.335" head TAS 114 dia. Appendix E 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A FAS 123 TAS 123 TAS 123 Test Specifications TAS 112 TAS 112 Jan -31 -03 9:31AM; raye Product Description High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive sct applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Corrosion resistant. coated. Generic square drive, galvanized, (With current NOA) coarse thread wood screws Bermuda Roof Company, Inc_ (with (With current NOA) Quikretc Construction l'roducts (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02- 0916.09 Expiration Datc: 12 /16/07 Approval Date: 12/19/02 Page 2 of 6 ,sent B;/: ' ':' " ": NSON ROOF TILE DEERFIELD ; °of Tile Ad hesives Polypro® 1.1160 ") f Tile Adh , tvc ileBon urr cane Clip & astcners LIMITATIONS 3.1 3.2 3.4 3.6 N/A Factory premixed canisters Clips Min. 1 /" width Min. 0.060" thick' Clip Fasteners Min. 8d x 1 'A" 954 426 2260; Jan - 31 - 03 9:31AM; See NOA See NOA TAS 114 Appendix E Two - component polyurethane adhesive: designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. rage ;i Polyfoum Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test in accordancc with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1 12, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review, 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. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION 4.1 Hanson Rega&Spanish `S' 1I 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.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Sent By:`'ANSON ROOF TILE DEERFIELD ; 954 426 2260; Jan -31 -03 9:31AM; rage 4/b NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date. 12/19/02 Pare 4 of 6 Table 1: Aerod namic Multi • tiers - A. ft Tile Profile ). (ft Batten Application Direct Deck ` • plic •, ion Pioneer Regal /Spanish 'S' II 0.287 0.311 f Tabi 2: Restoring Moments due to Gravity - M. (. b Tile Profile 3 ": 12' 4 ": 12" 5 ": 12" 6": 12" ' . 2" or greater s.. Pioneer Regal /Spanis h 'S' II Batten s Direct attens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck ue&k 7.7 8.34 65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 3: A hment esistance Expressed as a Moment - Mr (ft-Ibf) For Nail -On S stems Tile Profile Fastener Type Direct Deek ---- (min 15/32" plywood) Direct (min. 19/32" plywood) Battens iHanson Regal/Spanish -`S' II 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 - 10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 _ 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' J 33.1 1 48.1 _ 45.2 1 Installation with a 4' tile headlap and Easterners are located a min. of 2%" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Regal /Spanish 'S' II Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Tilekond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Sent By:`'ANSON ROOF TILE DEERFIELD ; 954 426 2260; Jan -31 -03 9:31AM; rage 4/b NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date. 12/19/02 Pare 4 of 6 Table 4A: Attachment Resistance Expros ed as a Moment - M, (ft -Ibf) For Single Patty Adhesive Se Systems � Tile -Profile - :: • cation Minimum A chment es n e `- Janson Regal /Spanish Polyfoam Pol Prom' 66.5 • .• i11 Poi Pro t . 4 Lorin .add .Iacement of 63 .rams of PoI Prom'. c ntodi.an, narlrly nlari►ment of 24arams of PoIvProTM. Table 4B: Attachment Resistance Expressed as a Moment - M For Mortar Set Systems Tile Profile Tile Application • Attachment Resistance Hason Regal /Spanish 'S' 11 Mortar Set . 24.5 Sertt B : :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 systcm. NSON ROOF TILE DEERFIELD ; 954 426 2260; Jan -31 -03 9:31AM; Page 5/6 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 ". NOA No.: 02- 0916 -09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Pape 5 of 6 - Sant By *SON ROOF TILE DEERFIELD ; FASTENER IIOL UNDERLOCK 954 426 2260; PROFILE DRAWINGS ES pVF,R1.00K 'f ♦+ 13 1 /3" REGAL AKA SPANISH "S" rY HANSON REGAL/SPANISIi `S' 1X CONCRETE ROOK' TILE END OF THIS ACCEPTANCE Jan -31 -03 9:32AM; rage 0/0 NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Pave 6ol6 • 04121/03 MON 11:54 FAX 954 578 1042 MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) oh Two Component Polyurethenc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 14OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails. to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -052 L02 EXPIRES: 05/10/2006 • Raul Rodriguez • Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW .COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the puildin Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Ap1'ROVED: 06/14/2001 0 . s 1 \Eemplues4,ode accepeance cover page.doc Interact mug address: .. POLYFOAM PRODUCTS, INC. MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DAD(: FLAGLER BUILDING I.)0 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -156) (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR £N1:ORCENIENT DIVISION (305) )75 -2966 FAX (305) 375-2908 ruuonucr CONTItOL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director ivlianli -Dade County Building Code Compliance Office VI 0 0 2 04/21/03 MON 11:54 FAX 954 578 1042 Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL l ctEm Roofing Suh - C;ttc o Roof Tile Adhesive Mat terials: Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applican t Polypro® AI - 1160 1 Foampro® RTF1000 Dimensions N/A ProPack ®30 & 100 N/A Pro nc Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D ( 621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.02 1.6 IbsjR.' . I8 PS1 to rise 12 PSI:Perpendicular to rise 28• PSI • Parallel to rise 0.08 Lbs./Ft 3.1 Perin / Inch • Approval Date: June 14 2001 Expiration Date: M,t I� n Results 1. SCOPE This approves Polypro® A1 as manufactured by 1'olyfuam 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 T est Product Specifications Description PA 101 Two component N/A polyurethane Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which fist uplift resistance values with the use of Polypro All r60 roof tileadhesive. 2.2 Typical Physical Properties: +0.07% Volume Change @ -400 F.. 2 weeks +6.0% Volume Chan c (i) Humidity, 2 % weeks Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Ij003 04/21/03 MON 11:55 FAX 954 578 1042 • POLYFOAM PRODUCTS, INC. Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to nornral manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AI-1160 shall solely be used:with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. . 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tilt adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4. as modified herein. -w . F, = 2 tits 4. INSTALLATION 4.1 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. 4.2 Polypro® AHI60 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® AI 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 4.3 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 Bool -let. 4.4 installation must be by a Factory Trained 'Qualified by Polyfoam Products, Inc. Polyfoam Products In , sl all a list of and licensed Sed applicators to the authority having jurisdiction- pp 4.5 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 (El). 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. 4.6 Polypro® AH160 shall be applied with Foarnpro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1.1160 shall not be exposed, permanently to sunli 3 Frank Zuloaga, RRC Product Control Examiner U004 ' 04/21/03 MON 11:55 FAX 954 578 1042 Polvfoam Products, Inc. High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles 5. LABELING POLYFOAM PRODUCTS, INC. ACCEPTANCE No. : 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been:dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein, Each generic tile profile requires the specific placement notcd herein. Table 1: Adhesive Placement For Each Generic Tile Profile TilcProfile Placement Single Paddy Weight Two I'nddy Weight Detail . Min. (grams) per paddy Min. rams Flat, Low, Hi h Profiles 17/side on cap and 34 /.an 24 AJI Polypro® AH 160 containers shall comply with the Standard Conditions fisted herein. 6. BUILDING PERMIT REQUIREMENTS • 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 005 ' 04/21/03 MON 11:55 FAX 954 578 1042 Pdlvfoan► Products. inc. Nall through pi eemant llndedaporont Eno couru only, Keep Idtl r s IpproL 1 la. up from IrtepholU ADHESIVE PLACEMENT DETAIL 1 SINCLE PATTY 5 POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.02 1) Rao enough adhoalre Pi achieve 17 to p Optional !s1'g ter IPtme Inches In contact with the pan Ole MP pkch 31:4"°116 id Turn covers upside doors, Plan adhesive 121n` To 1 In. From Wilda odge of corm Ill& ' Mon India dm On / Und . Rama . bP portion • d the siva [curse cover We 'gm to wail coma al pan Was Win Ion anti o1 oai Ind cover tNta an Arch >r ore Ono. Fain drawl Iearur shover! Waephch Pesch Bo No through µuticarum Opp Po up tto ar on lenpitudlom • adgesd Shea INN FrankLuloaga, RRC Product Control Examiner kg 006 ' O4 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. Po Wont] Products, Inc. • I ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement ACCEPTANCE No.; 01-0521.02 Na I through plastic ccment Underbymen1 Faye Course all through plastic cement nderlayment Eve Count Fascia Emaosm Facia Weephcle Eave closure Drip edge 6 Frank Zuloaga, RRC Product Control Examiner 40 04/21/03 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. • Pofyfoarn Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 7 • ACCEPTANCE No.: OI- 0521,02 11008 Nail through plastic cement Single paddy undor the Eave course 2 in. X7 in. rpedium sue paddy ears Fascia course only ' Na II through plastic cement Fare Course Nail through plastic cement Underlaymenl Eave Closure 2 In. r 71n. medium sae paddy eave course only Fascia Prank Zuloaga, RRC Product Control Examiner Single paddy under the Single paddy between tile 2 In, r 7 in. meditu elle paddy eave course only Fascia Weephole Eave closure Drip edge ' 04/21/03 MON 11:56 FAX 578 1042 POLYFOAM PRODUCTS,INC. • rolyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acccptancc (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the sane; product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all die requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no Io.nger practicing the engineering profession, 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. C, The Notice of Acccptancc 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 Notice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as a > proved I drawin I { gs and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tlic job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1 through 8, END OF THIS ACCEPTANCE Franl' Zuloaga, RH.0 Product Control Examiner 10 009 6 I.UfX)U NDAI /N5. witc-k7 :,..1.14• G MATERIALS (I 1) • + aA; 7;,.. s SYSTEMS (TGRJ) •Continued n . ( „ • f �zli : R� are offset 6 is with the joints in the • ;yam � • the roof sy%ttm, i t mint be pla[ed below the 44,s, ,- - o r 'GAM AS Ph 4' or - Ply: 4' may be adhered to ;i haft t Nar'bbie Base Shed may be r chanialty attached or i y "`''t •, b t t decks as a recover over Basting roof • . i et may be uti&aed as a cover board over"EVERGI)ARD' ;y yti' - " r ' C foaming �t' !i: • l ' ► Fey met wmt HUT ROOFING ASPHALT `� P � I met b sleet rGM LAS 175 Base Sheer or "GAFGLAS t ` alte rnate for Type 61 asphalt glass 'r a >oar Rase a srrita m the (lass A. 8 or C roof - ,,, AS 's,' °r'6JiF+GIAS Pty 61 • ‘.• ^" afi be (Vrn covered perforate Tate G or glass AS mat tratavo t o way � _- pesf oratrd be beto opped and mailable to be F r Table IaIId ' down_ opt GZ °fi eS Sheet' r "GAFGLAS seas rent Ve ) S AS P the G r ailed bas ply in the following j. iii3L,p4 n -47 or rabble or b sleet may be solid mopped r mopped or mechanically totes ollsenvise indicated, allirasulations may be but mopped or mechanically u o G l r „ „". �� may be used for fishing in any of the Class is s nefJ+rci�, and ides 'GAFFE-Y. °ERMALITE'- or any •Qhee 'partite' petite insu a`:aa . :rushed seone or C^ ` � lt f aates for gravel in any of the Cles A. At ° C sb ` sa9 � - m tS g . are ousider-_d Rabble to be included ' tb a ± roots,;; Cuss A. 3 r. E sys• ••• 5 tict �a over A a 1 0 3.syst< C roe -se of =purse: nerd a zny of fir_ iollow:e9 -es not s lvecsely efreC the rating. The rue ,of 1,•'_ tn. gain gypsum board is - ,iGaptable attemsre•fat i_cttatton a••`: C -1572 deb. nx ore of polystyyeire ireitbdo.1 uaard between can 3;4 in _pertirc board ,J ac with rosin itt, rosin papa /PO PbJT e /P'�ite) is s socy (perdu/rosin tl for alternate ; board in the iolLarir.g Class A. B or C sears. • 'GAFTEMP Isotherm 2A 'GATF. :i Tapered Isothem RA' and "GATMP ..par tr A may b su l ihsted fv any isocyanura:t insulation in any of the fru-ethyl' be rrtiliri with any of the following "Asphalt Felt MFGLAS ,"eo Premium Base +eet may be used in any of the following ,._ Class A,B and G — - iot roofing asphalt; for use with organic and glass felts or modified bitumen embcanes Class A Disc ie 0-15/32 Incline 3 brsulation (Optional): One or more layers plane wood fiber, glass fiber, isotyantuat , urethane, pertbttfisocyzrerrate composite, perirte/ . urethane eotiposdte, wood fiber/uocYarrrrate composite, phenolic, any ' Ply Sheet Three or snore layers Type G1 "GAFGLAS Pty 4" or'GAFGLAS Ply e;' hot noppdd_ Sarfachxy Gravel Indinc 2 0 off [15!32 wood fiber, glass Insulation (Optiort3l): One or more layer pedite fiber, isoiyarunate, nrtIhane, pditefuocyanuote composite, polite/ urethane composite, wood fiber/rsocyanumte ounporite, phenolic, any . thickness. Ply Sheet= Three or more layers Type Gi'GAFGLAS Pty 4' or'GAFG Ply 6". • . Cap Sheet One layer Type 63 'GAFGLAS Mineral Surfaced Cap Sheet'. • Dtt NC . incline 2 Insulation (Optionat):'one or more layers polite, wood fiber, lass fibs isocram>n methane, ethane, pertite/socyanmate cou3posite, vim/ e, urethane Composite, wood fiber/itocyanurate composite, phenobc, 2 in- hoax. • Pty Sheet Two or more layers Type 61 UMW Ply he or "G1lWGUlS Ply ROOF CDYERING MA ROOFING SYSTEMS (TGF1.1)--Continued Pty Sheet Any UL Classified gravel chat 133 -15/32 Tndinc 1 • Slip Sheet (Optional): Red r� paper, nailed d to Base Sheet' (may 6e' • Dose sheet: one layer of Typ Ply She 61 'GARLA5 ty 4' or 6A1GLAS Pty Ply Sheet; One or more layers of Type 6', rt1 ~ •, et One Laver of Type G-3 "GAFGLAS Mineral Surfaced Ca NC Type 62 '6AFGIAS 175 Base Sheet - Base Sheet One layer rs of T ype 61 ^GAFGtAS Pty 4" or GAFGLAS Pty 7 Sheet One or more layers of 7 G- 3'CAFGLAS Mineral Surfaced Cap Sheer_ C Sheet: One layer yPe Indium Z Deck C-15/32 Bite g� filer, isocyanurmx, urethane. Iasntattole One or .,ore layers Pe cumpo - phenolic. o m i n ( pf joints petite/urethane i of Type GL G2 or G3_ or m ore Base Sheet One g a rs of granule), • 'Ruberoid Torch" (smooth - or granule). 'Rububel vid Torch Pars" ( �rwr One Pr m ( 'Rube Grid Mop' ( .or granule) er er -Ruben Mop Plus' (9� (granule). rooppe Upp Shea et: 'CAMAS Mineral Surfaced Cap Sh, hat d- B. Decd C-15/32 Incline z - � � fiber, g Insulation (Optional): One or more Layers � RINK, wood n� composite. 01'4 anY. Base Sheet Two or more layers of Type CZ or 63. - One or store Layers of Type GL Ply Sheet (Optional): n rs of -Ruberord Toed' ( smooth or Granule). ' Ruben 1 ubcroid One or more Lays or granult) or Ruberoid Torch Plus" (granule). 'R Mop' (smooth - 'Ruberoid Mop Plus" (granule). • Cap Sheet 'GAFGLAS Mineral Surfaced Cap Sheer. hot :••••- ' L De la C-15/32 Incline 3-1/z• d may i Insulation. (Optional): One or mere layers r Comp pr curate wthznt. perlitet ur er, warn e - fiber /soCyuwrate composite - oretharrre h�ortlpostL. _ thickness. 5hee• layers of Type 61 'GAr„LAS Ply 4 ".ar Wes AS Pty Sheets Two cr more :ay YPe • C "GAFGL.AS Mineral Surfaced Cap Shed . hot mooned. - Cap Sheet Type G3 Incline 3-1/2 • z D it lion One or more Layers petite. wood libel er=rs fi isocY (Optional): n rate, uethane, peertioe/isocyarw'ate comp / urethane Composite, wood nber /isocyamnate composite, phew Base Sheet Two or more tarn of - ituberoid Tonle Type 61, G2 or 63- oath of granule), One or more mule), Tooth or granule) or 'Ruber f4 (g "be G �FG� Mineral Surfaced Carp Sheer, hot mopped. - Incline .111 Class C L Deck Insulation O •onal): O or morn layers petite, w� glass urethane composit o mposi t urethane. fie /IISOCya �t any Pt Dhc!"_ ure Pty Three or more layers of Type 61'GAFGLAS Ply 4" or "GAFGLAS Surfadn¢ "Special Roofing Bitumen' 20 ihs /sQ- COAL TAR FELT SYSTEMS Her FIN Herr RooG COAL. TAR L. Deck C -15/32 Incline 1/2 wood fiber/ glass (Optional): One or more y� P� urethane comp wood ber[socyaftrate 0117D pD P een.. arty thickness. Y " ' r �" Or'GALaGLAS Ply Sheet; Three or more layers of Type 61 GAFGLAS Pay Ply 6", hot mopped With coat tar bitumen. Surfacing: Gravel COMBINATION HOT / AND COLD SYSTEMS • Class Incline 2 or lass 1. IJ I atom (Optional): One or more layers petite. wood fiber 9 fib 2 in. max. Type Gl "G AfGIJ� Ph' 4' °r "fAFGV+ Ply Sheet: Three or wort l _ r �_ ...•:... - at 1 - 11 any �^ a( rFl „l � 'i i+•� �; • ,S�N7,rl•' 1 •�'.�� ir. 1 'f�e�� a ,ery ' ti y} - � <��1,,; 1 ,:sl:ll i ro• ,�0,p L rl�'r,al:. n a .•-"t 1.t11;�%� t. + d. •s ; ... r:r"' } t M f iJr iJ �ry,a•OI (rlC i f' •'"° •fi • 1 7 ••"` • f 7 • - ,4:t�lt 411.fff�� %y 1:�c .,�•h•; 4 ,. pr• v / ". y'd;:, ,. • t •. 41n1'S..� .!'L' -. s ti and . N-g -4 -M GAFG� ®S Specifications General detailed on pages 17 -20 shall-apply in adotlion APP O recommendations and specifications, to the tollolMing s ufficiently 1.O Membrane • where applicable_ Lap Ver tt of Rooting g o f sheathing paper to hold in pia • each Sheet Inches surface. lay One Nail tlYt Sheet. shed at ttie law s apex preceding by one pt GPFG a end not less than 6 inches S l 21 street s 2 inches In royal t to 9 l and• in each 1 PH nab spy 3118 Into interrals lapping each 000 lag of sheet it IWO rows with nails hem at least 1 inch in dia meter or down center tlth tar rec elm ended integral 6AF Mate caporation or row. se sqtram 3_ Starting at tho.low point manufacturer. (spe � of mop two p� mop k instrucdoe below.) ping to the underlying 19 heen t t o p�� three 0 me a roof p � b the uftd�i0 flaw and - Oka Int Fieonir % of must be apps in a area'' ! sh consist l en of Roofing per 100 s rfed up h for ttne involved " not eocce ri p� or mhors_ Tta anP slopes mud be us=d. to.%Inch per toot. f be used except In On 341apes up Terms, New M Arizona• and with One application ' Surfaced the laPs onto VII s 1 O Ets Cap Sheet in accordance instrildions on page 20. so that the larrs am oftset from �pzge9- gypsum decics 7- crf tlots tar use includ TA B (Vent gene Naliable Deck respired fresh Paned gypsum wood dada GPSGLAS Pty 4. f 1A decks. wh t�' Pry 4 or GAFG(AS PLY 6 Is en 6/11:6tAs 1 p sfb'` ., Sheet.' 0 19. piY loos mss be MrXlblad 4 10. 3. See 1 , • A. For roof orn th e d 1 in period non Steep Roots` Page See Inches In horn the trade edge d • °' . '• y _:t.;i- = ;d cation If �(• Gait Xr% 1 c aCo e 2nd Noncom le i. vb l'n sy htlti . � .. .�ye. thickness). St and board (min. h ' pgtttvrcid I N "�` insulating somata, gypsum, structural wood tber. etc. Maximum 2. SI slob lowed, in inches Per toot M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. 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 renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC 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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yelm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2." Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 7 t WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Vs" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. 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 -40 lbs. /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 sidelap 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 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 Engineer, 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. (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 with 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 comers). 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 :4/141".1 FAY NO :30!:6693952 W�/:114 vr. wnuvu:ivuen AINOOFDIN COPY MKT M Fettle ON T111 JO$1111 ID T1MZ OF MST I IFD71101r • • 110. • 17tX•I?OUO.NQ, .. OWE OF COUNTY OF MMMNQAOe • • UNDERSIGNED hereby gives notice that Inlpruver siu wig be made to Certain MO property, and In meadow with Chapter 713, Redd* Statutes, thelailowinp Information is provided In thla Nita of Commencement. :111C Elegragart data -nf • t • • 1. Legal description of property and street/address. 1 ) 4-lo tJ c. 10 0 .3- . 2. Dssoslptlon of ImOr vemsnt Q' , Owner(*) nem. and address: 11 4 a NE loo interest In property: • . a�— . Name end addrsea•of foe elmpte tttlehalder: ' M 21 23 -09 : e2,---. , � - --ter' 111111111111111111111111111111111111111111111 CFN 2003R0883690 OR Bk 21857 P9 4768; (1P9) RECORDED 12/01/2003 13:59:22 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 4. Qontfaotory vane . end , addra►ss: • \.C• - k-... p� 'R0, • 1a ac, 4- .. " % .S -i--. : cax./: V, ‘"t3 S. Suety: (Payment bond required by owner fromoontrsotor. If any) Nam and addnas: . • Amount of bond $ &Wider% Mina and aitdrras: 7. persons within the state of Florida designated by Owner provided by Section 713.13(1)(47., Florida Statutes, . Name and • address , 8. N1 addltlon to himsOtf, Owrnns designates the following person(s) to receive a copy of the L.ienor'e Notice as provided In Section 7i 3.13(1)(b), Florida Statutes. • . . Name.snd address: • Signs APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date R'- R - 0 t Job Address I I y 0 tJ. E 00 Tax Folio Legal Description . Historically Designated: Yes Owner/Lessee / Tenant T \I Reed Master Permit # Owner's Address \ y 0 , E. 10 0 S- e-t Contracting Co. Qt,ta `F 4j RnD - r l ors a c -kr t Tjr► c Qualifier Or t z, State # ►2Cpps$ 6v) Municipal # Competency # linX9 Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ( c C ec lr MECHANICAL OOFIN PAVING FENCE SIGN a� G C t V - To t.;J00 d- r �� ORK D • Tar ( P 0 t4- tlA t''t�o �,-� (' c 7S base 34. e- -e t ins k � 0.1vr•a,� ew, e_ c - p Flcts ,., rv.f. 1 wl re9t.<<r�� t r ' oh W . p P TM' c kr,- I-� 0r e - I ck_ ,QL' O T' c •ern a c� w► o d - : t , • }-k r� -c�.,t f Square FL Sc . ` Estimated Cost (value) 1 t 2 D0 oo WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND1 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all we will be performed to meet the standards of all laws regulating construction iv this jurisdiction. I understand that separate permits are required for ELECTRICP PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S Al}t'A)AVIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulat: construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. -end/ opdo President Date • Notary as to • ' er and/or C My Commission Expires: FEES: PERMIT RADON MARYLOU HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 Bonded Thru Notary Public Underwriters Building C.C.F. SS# My Commission Expires: NOTARY yR No Phone 7 51 - S C7 (0 Address 132 10,tA) . 1 AT3e-rttAe ,( Phone I? 51 - O3'-. 21/g Signature of Contractor or Owner- Builder Date i . . Notary as to Contra. or Owner-, Bui�_der _ Date Electrical MARYLOU HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 ;RR ` Bonded Thru Notary Public Unde,wilters BOND TOTAL DUE � Iv Plumbing Structural Engineer Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name:( Lu A- CekAci ethAf c L--f-(Y Job Address: lJ (Low Slope Application) P PP ) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof llti� ►,�, Igo S-c J ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE Re roofing O Recovering ❑ Repair ❑ Maintenance ❑ (Mortar- Adhesive Set Tile) ❑ (Other) Flat Roof Area (ft') ' SC Sloped Roof Area (ft') Total (ft') Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): -' ( \)-A)- 0" 'i*vev' DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) AR HERE 1 tr Ft. A Ft. v -- 1- -r —r-- Deck type: I.4.) 00A \ It ATTACHMENT I� Fastener Type: , / LJ \ � fl ct \ S SPACING Ol``o.c. co Ic..60S 4 (0-c 1� Field:110 .0 '. Perimeter: (o - Corner: (o 0.c- 0 r r GAS VENT STACKS? YES '- NO [N TYPE—NATURAL L+ l r's' :tz ;7.1 ROOF PLAN '{fir r� f 123.01.78 4/99 Page -1 X ? (Aerodynamic Multiplier): (Pmax 1: (Pmaxl: (Pmax3: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. e Ventilation? MEAN HEIGHT Deck type: Underla rent: • 7 II 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION tion: Fastener type & spacing: Cap Sheet: Roof Cover c: .- Drip edge: ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description Specific System Limitation c) . eneral Limitations d) Ap' i able Detail Drawings 3) Municipal•Prmit Application 4) Other Component Approvals ter X (Aerodynamic Multiplier): TILE CALCULATIONS PCA: = M PCA: ) - M = M PCA: Page -2 APPENDIX "F" REQUIRED 011'tN'ERS NOTIFICATION FOR ROOFING CONSIDERATIONS - .As it pertains to this Appendix "F ", it is the responsibility of the rooting contractor to provide the owner v.•ith the required roofing permit, to provide the owner with this appendix and to explain to the owner the cont:nt of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the n,inin ;t;t requirements and standards of the industry for roofing system installations. Additionally, the following items should bc addressed ns part of the agreement between the owner and the contractor. The owner's initial in the ad•ac nt box indicates that the item has been explained. 1. Aesthetics 11'orkr The workmanship provisioins of Chapter 3; are for the purpo o f p •viding that the roofing system meets the wind resistance and water intrusion performance standards esthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic iss::es such ns color or architectural appearance, that are not part of a zoning code, should be addressed as part of the anre mem between the owner and the contrnctor. 2. Renailing lYood Decks: When replacing roofing, the existing good roof deck may have to be renai'ed accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed pr for to n� ving the existing roof systcm) 3. Common Roofs.: Common roofs are those which have no visible delineation between nciuhbori:IL u ts (i.c. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor end /or o \ should notify the occupants of adjacent units of roofing work to be performed. i f � p, fornicd. 4. Exposed ceilings: Exposed, open beam ceilings are \vhere the underside of the roof decking can be wed from below. The owner may wish to maintain the architectural pet ctrntions of the underside of the decking may not be acceptable. The SFBC provides the option of n rofing ointain n thi appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may ca water to pond (nccumulntc) in low-lying 'areas of the roof. Ponding a distress and nna � re wire the review Ponding can bc n indication of structural q of n professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions ntav not be evident until the original roofing, system is removed. Ponding conditions should bc corrected. 1 G. Overflow Scuppers (wall outlets): It is required that rainwater fl off so that the roof is ro 0 . t.rloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this dis :Large overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in aceodan.e with Chapter 23 of the SFBC. fa 7. Ventilation: Most roof structures should have some ability to vent natural air(lo.. through the the structural assembly (the building itself). The existing, amount of nttic ventilation shall not bc rec;::ced. I: ua>• be beneficial to consider additional venting which can result in extending the service life of the rout. S. The owner may contact the tvlianti -Dade County Consumer Services Department fo: ornation regarding the nb► •c. ' � % / • Owner's /\ocnt'sSigna t c U:uc Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE G. ,fy tcrials Corporation 1361 Alps Road Wayne N.1 07470 CONTRACTOR ENFORCE\IE.NT SECTION (305) 375.2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.290: FAN (305) 372.6339 GAF Ruberoid Modified fret! Bitumucen Roof Systems for )Your/ Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and 'Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERS[ SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd:07 /06 /2000 Internet mail address: postmaster ®buildingcodeonline.com MIIAMI -DADE COUNTY. FLORIDA METRO -D: \DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 141) WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305) 175.2527 FAX (105) 375-255S .ranclsco Quintana. R.A. Director 1 of 55 Miami -Dade County luilding Code Compliance Office Homepage: http : / /www.buildingcodeonline.com CAF iN1ATERIALS CORPORATION Acceptance No: 00- 0331.03 Cate>;ory: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NANTES OF PRODUCTS M:\NUFACTURG1) OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibcred Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UItiinaTM Base Sheet GAFGLAS Ply 60 GAFGLAS Flex PIyT" 6 ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation # 1 Dimensions 5, 55 gallons 60 Ib. bags ASTM D 1363 5 gallons 1, 5 gallons I,5gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Test Specification ASTM D 41 ASTM 1227 ASTM D 3019 ASTM D 3-109 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2173 2 01'55 Approval Date: July 6. 2000 Expiration Date: November 06, 2003 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced root's. ASTM D 2824 Fibcred aluminum coating. Relined asphalt blended with n mineral stabilizer and Fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated. fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RRC Rooting Product Control Examiner GAF �,'IATERIALS CORI'ORATIOi`! Acceptance Nu: 00 0331.01 Nlcmb.ranc Type: Dcel: Type I: . Deck Description: System Type A(2): Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Ivlaxintum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non- insulated Ne■•Construction or Reroot• " / " or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® #75, GAFGLAS #30 Ultima" Base Sheet, GAFGLAS'i% PLY 41t). GAFGLAS® PLY 6 ®, GAFGLAS FlexPly`" Base Sheet,GAFGLAS'ls� STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROI 20 applied to the deck with approved annular ring shank nails and minimum I '1 tin caps at a fastener spacing of 9" o.e. at the lap, 12" o.c. in two rows stay.gered along the center Tine oldie sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4tD. GAFGI-AS•is PLY 6i Ply or GAFGLAS Flex Ply 6 sheet adhered in a full muppin�, of approved asphalt applied within the EVT range and at a rate or 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid D Mop Plus Granule, Ruberoid.8 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate ot'20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR,.RUBEROID® Mop Plus Granule, RUBEROID 4D 30. RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladT" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I . Gravel or slag applied at 400 lb. /sq. and 300 Ib. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. GAFGLAS Mineral Surfaced Cap Sheet •in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. -45 psf (See Gcncral Limitation #7) Sec General Limitation # I. See General Limitation #1. 19 of 55 Fran • Zuloaga, RRC Rooting Product Control Examiner ColzpoRA rIoN WOOD DELI: SYSTEM LI;VIIT:\TIOINS: A\ slip sheet is required with Ply 4'i Flex I'Iv ''' G and I'ly 6 L when used ;ts a nteehanicall, fastened base or anchor sheet. 2. '/ Type X gypsum ,board is acceptable to be installed directly over the %%ood deck. G ENERAL LIMITATIONS: Fire classification is not part of this acceptance, reler to a current Approved Rootin, I\lateri:tk Directory for lire ratings or this product. Insulation may be applied in multiple lavers. The first laver shall be attached in compliance v itll Product Control Approval guidelines. All other layers shall be adhered in a lull Illoppin . 1 approved asphalt applied within the EVT range and ;u a rate of 20-40 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer. All standard panel sizes are acceptable for mechanical attachment. When applied in appru\ed 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 Loam insulations when the base sheet is fully mopped. If no recovery board Is used the base sheet nlay be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip plopped 8" ribbons in three rows, one at each sidctap and one clown 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 psi'. 5 Fastener spacing for insulation attachment is based on a (Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with TAS 1 0 5 . I I the fastener value, as 11 11 is beltm 275 Ibf., 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 the 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 Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from 1tlianti -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated`in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with (Miami -Dade Roofing Application Standard TAS 1 17. (1Vlten this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS III and the wind load requirements of Chapter 23 or the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. Iield No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). is limitation is specifically referred witl►in this NOA, General Linti •1Ti?tt • applicable.) • • • r� 54 01'55 ":" :1)Ianee No: 00-I13 3 1 .u.s Frank Zuluaga, RRC Routing Product Control Examiner c::\l' MATERIALS CORPORATION !NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 11331.11N I Renewal of this Acceptance (approval) shall be considered alter a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved: c) II' the Acceptance holder has not complied with all the requirements of this acceptance, including_ the correct installation oldie product: d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the englneenn2 profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words INlia li -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion oldie Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspectiou‘,at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF TIIIS ACCEPTANCE 55 of'S5 Frank zuloaga, RRC Roofing Product Control C.�alniner ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite / urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch ".(smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.. 9. Deck: C -15/32 • Incline: 1/2 .', Insulation (Optional): One or more layers perlite, glass. fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base'Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 • Insulation (Optional): One or more layers perlite; glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ isocyanurate composite; perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", . hot mopped. or mechanically fastened in place. Ply Sheet: One or more layers of, Type G1 "GAFGLAS Ply, 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule).,, Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened. in place.. Joints offset 6 in • Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened'in placer '• '• Ply Sheet (Optional): One or more layers of Type Gl"'GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. • • 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): • Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints. offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ".or. "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. • • 13. Deck: NC Incline: 1/2 • Insulation (Optional): Isocyanurate„ wood fiber board;• perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" ur "Ply 6" hot mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule).. Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of_ "GAFGLAS #75 Base Sheet", hot mopped in place. • Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule).. Surfacing (Optional): GAF Weather Coat Emulsion applied. at 3 gal/sq or GAF Fibered Aluminum .Coating at 1 -1/2 gal/sq. 15. Deck C -15/32 Incline: 1/2 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR.THE UL. MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Con tin ued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet. (Optional): One or more layers Type. G1, hot mopped in • place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically. fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane:. One layer of "Ruberoid Torch" or "Ruberoid 'Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC • Incline: 1 Insulation • (Optional): Perlite, fiber glass, .wood fiber, isocyanurate, urethane, perlite /isocyanurate composite,or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR ".or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers : of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or ny e layers of Type G -1, hot mopped in place. Membrane:. One layer. of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). •,'. 19. Deck: NC Incline: 1/2 • Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate,. urethane, perlite /iso'cyanurate.composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical .Co. "No. 81" or .Gibson -Homan "No. 6160" .cold applied adhesive at .1-1/2 gal /sq. Membrane: One layer of "Ruberoid Mop. FR" or "Ruberoid .Mop •170 FR" (granule), hot mopped or adhered with'Karnak Chemical Co. "No.. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-112 gal /sq. 20. Deck: C -15/32 .Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR': (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One . or more plies of Type , G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets,. hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1... Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. . .... Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. • • Membrane:. One or more plies of "Ruberoid 30 FR ", hot mopped in place. • 23. Deck: C -15 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot, mopped or mechanically fastened. Owner's Name and Address . mei:, Location and legal description of Dot to be built on: -_ Lot Block MIAMI SHORES VILLAGE BUILDING IN DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uuide for the approval of the detailed stattinent ur uie plans and specifications herewith submitted for the build in; or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores \',II ;►ge, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iiuildiug. Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A.cupy of approved plans and specifications must be kept at building during progress of the work. Play 28 82 Date..._...:_ .. .. ..... _..._._ .. . ....... 10 ._.. Street . L. /Wet St. Registered Architect and /or Engineer ,, , ,,,,,,,,,,,,,, Name and address of licensed contractor 0benouit Roo j44..s. Co. 7357 IV. GU. !�J<aini �t• _ Miami., 31.a. 33/50 u vision........... ........_..._ ._..�._....._._. Street and Number where work is to be done / / �. /00tht�teet' " R e m o v e ` e x . a Um. 11.00 a n " " n t e p t a c � e u ft -70 "5 work toe&pe �rpose gv build' a by s) w e • .:/ring Le i. Le on Alopecra ea. SnAlar;Lt 4 j'. u c.Ct up aA.p7tazt. and p.A.avd on aecti.on. peared Disapproved Dale (Signed) Remodeling Addition Repairs X New Building To be constructed of Kind of foundation Estimated Total cost of improvements $ 51000.00 Building Inspector PLANNING BOARD DATE Amount of Permit $ Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot Maaunurip` live Toad 10 be borne by each floor I hereby submit all the plans.and specifications for said building. All notices with reference to the building and its construction may be sent to.. The unil rsiar,ed applicant for this building permit does hereby certify that he undcresands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 51)60. Compiled General Laws of Florida, Permanent Supplement, and h.►s complied with the provision% thereof, and will require similar compliance from all contractors or subcontractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such oldie notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work !o be perforrpF� under this permit. as are licensed by Miami Shores Village. Remarks — (Signed)...... STATE OF FLORIDA, COUNTY OF DADE. s Ci►ainnan Member' Roof Covering 20.00 and for no ether purpose. No. of )pries / Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires to me well known, and who, being by me .first.duly.sworn, -upon-oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. p Permit No....r. ".�- .. Date //a.(,l...c Read, Sworn to and Subscribed before me. Mfcrr,bcr Member Member Member ...._ _ Council Approved Date Disapproved Date NOTE: A dirge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the A re ,i, fee of $1.00 will be charged when such re- Inspection is made necessary by Improper notice for inspection or faulty materials gnu /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during.progress of the work. Date. Jan. 25th 1961 ,19 Owner's Name and Address ...C.r:Y Kelly N 1140 Street N. E. 100th St., Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Co., Inc, 430 N. W. 79th St., Miami Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1140 N. E. 100th St., Miami Shores, F la , ___ State work to be done and purpose of building (by floors) 4 sq. 4 -ply gravel addition to residence — and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 4707 BU Estimated Total cost of improvements $ 200, 00 Amount of Permit $_.S . QQ Zone cubage required Flan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection o< the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such 'bcontractor 'n work to be performe under this permit, as are licensed by Miami Shores Village. (fS° Remarks (Signed).. i o _ STATE OF FLORIDA, LANtf 00FING & TILE CO., INC. , COUNTY OF DADE. f ' s • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or urges to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection 'is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ ELECTRICAL ❑ PERMIT PLUMBING N9 9713 ❑ ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or,specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: INSPECTOR 1st`. DATE Contractor's License No BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY n Lot , -r �, . Bl. I Subdi- vision if r ' , Sq. Ft Amt. of Permit $ �. , .,e+1 :..., Value of Project $ - r . pP,' BUILDING ❑ ELECTRICAL ❑ PERMIT PLUMBING N9 9713 ❑ ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or,specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: INSPECTOR 1st`. DATE Contractor's License No BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. //_ Date ... rp.N t i. --•- ,i / q 6 Q , 19 Owner's Name and Address._ . S �.,5_.,.. / /L: y No._.1/ / 0 Street__ /V 5 l_.Q..Q._ *z 7 Registered Architect and /or Engineer Name and address of licensed contractor 6 ._ 1....1 Q2 7 cm. '7 r / y N6 y Location and legal description of lot to be built on: Lot Block Subdivision . Street and Number where work is to be done 1/ 9 0 A /0 State work to be done and purpose of building (by floors). - PI- e . j L Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT and for no other purpose. New Building Remodeling Addition Repairs No. o f S�tori s ',, / To be constructed of Kind of foundation Roof Covering - -... �✓t.�?....yv -r-1--r.4■ Estimated Total cost of improvements $ rr b mount of Permit $ Zone cubage required ,an Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this penult, as are licensed by Miami Shores Village. yi ,' . -. a. Remarks (Signed)._ . .. . ....... / �f/ STATE OF FLORIDA, I COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 1 , Date / -- r Read, Sworn to and Subscribed before me. Date. Notary Public, State of Florida Building Inspector `. My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.