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30 NE 95 St (5)MhMI SHORES VILLAGE ► BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 141g1 Type lnsp'n Permit No. ' Z - pgazys Name Address Zo E q5 3T Company :Q�1U+ US�ct Phone # 105/i l qU tq Inspection Date 0 2- %5 Approved Correction ❑ Re- Insp'n Fee ❑ c.1•V.1.1 E•N•G•I•N•E•E•R John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential home 30 Northeast 95 Street Miami, Florida Irfortnat.ion provided by client: Permit Number: BP05 -1219 Date Completion: September 22, 2005 Roofing Contractor: John Busta Roofing LG Engineering Services, Inc. Project Number: LG05 -2588 (Testing Laboratory Certificate #00- 0224.07) September 26, 2005 In accordance with your request and authorization, a representative of I G Eng ineering; Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height o.fthe roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Spanish S Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roo /-lie in the perimeter area and one test for every 200 square feet of roof tile in the field area w Initially the entire area of the roof was examine for loose tile. More than 10% of the i ed in the field area and more than 20% of the roof tile at the roof perimeter and come %�j,:e�sically examined. Based on our test results, we conclude that the installation of the - roof tile'' the above relcrenccd project meets the test requirement outlined in. the above mentioned protocol. Attached please Lind a copy of our test report for . your review, LG 'Engineering Services, Inc. appreciates the opportunity of assisting you in this project. if you }have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. M Sonny Saileb, P.C. Project Manager TILE UPLIFT TEST Residential Home 30 Northeast 95 Street Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 0 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Honie 30 Northeast 95 Street Miami, Florida Project Number: LGO5-288 L G Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LCO5- 2588, Page I Test Number Test Load (lbf) Test Status , 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG05-2588, Page 2 Test Number Test Load (lbf) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass LG Engineering Services, Inc. -- Tile U plift Test Result -- Project Number: LGO5 -2588, Page 3 61' + + + +i + + + + + + -F + + f - F + -1- + + F { + + + + -I- + + o^ 50' APPROX. IZOOF t51" LOCA110N5 AN1717IM0N510N5 7 , nn ✓/ lU� V 444 MIAMI SHORES VILJ ±AG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 10 00) 0) Type Insp'n lOtass � Permit No. I)� � O) Name is OA Address 1 Sf Company hAlintgra. Phone # M I MR - "`'l ` Inspection Date 0 Approved Correction Re- Insp'n Fee MIAMI SHORES BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date) b 06 Type Insp'IH t'-! _ 2CX' Permit No. is 12 1 a N Address ? C ) Sr Compan c Phone #C 3C )24e -969c: ID1fo do Inspection Date Approved Correction Re- Insp'n Fee 3495 MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date C \\IA Insp'n 11Q./ \v■ Ot6105 Permit No. Th" VIA Name /OSVL. C.-\k A, Address � "W Sl Company - ;O\1\N 071). Phone # v\ Inspection Date C k,—`t 5 Approved Correction ❑ Re- Insp'n Fee ❑ • 3145 toyJy MIAMI SHORES VILLAGE > 2 BUILDING DEPARTMENT Of 305- 795 -2204 Building Inspection Request Date Type Insp'n tGA HC Permit No. FPS° t2i Name ? Address 1 Company aosT Phone # Inspection Date q 2 Approved ❑ Correction Re-Insp'n Fee ❑ Y, e 6 C%aK.Q • 46 (C) MIAMI SHORES VILLAG . A lt) BUILDING DEPARTMENT 305- 795 -2204 �� ®® Building Inspection Request Date ( g1 .3 1105 Type Insp'n - 17m CP Q� Permit No. 1pzCO5 —1 ?- 1 Name CAITAtk Address '1 30 \AT. ckS Company Phone # l luk - S (A a Inspection Date Q �5 Approved Correction ❑ */(- -Insp' n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/22/2005 Applicant: ROSE Owner: CYRENA JOB ADDRESS: 30 Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060130490 NE 95 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1219 CYRENA ROSE ST Contractor's Address: 300 NE 91 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 9 & W1/2 OF LOT 8 BLK 4 LOT SIZE Fees: FEE2005 -11488 FEE2005 -11489 FEE2005 -11490 FEE2005 -11491 FEE2005 -11492 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $8.40 $2.80 $7.50 $3.00 $321.70 Total Fees: $321.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/13 /2006 Construction Value: $13,200.00 Work: RE -ROOF SLOPED AND FLAT ROOF DECKS. REPLACE WITH COLOR -THRU SPANISH 5 CLAY ROOF TILE 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. BY: AUG 3 0 PAM c.._, -m-.3. 1 6 ,e5,, BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) A Phone # Owner's Address City / `, Tenant/Lessee Name fe 4 Phone # /X, Job Address (where the work is being done) 1 f . City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name. Contractor's Address % !�� City Qualifier Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) Phone # 'k $ Value of Work For this Permit Total Fee Now Due $ 32 '' , D (Continued on opposite side) Miami Shores Village State Zip" • State '- Zip . Permit No. 5 -' 121 C I Master Permit No. Phone # Zip Square Footage Of Work: ,,C Roofing j Type of Work: ❑Addition ['Alteration New 111 Repair/Replace ❑ Demolition Describe Work: e „"/" 1, � � / 1, >� � .1" _ .. / l ' ,4 E * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ a orisr. - CCF K , 40 CO /CC Notary $ Training/Education Fee $ 2 . eo - Technology Fee $ 1. . Scanning $ 3. Oct Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address A City W' Ci Sta /— Zi p Mortgage Lender's Name (if applicable) . Mortgage Lender's Address City Application is hereby inade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued. In the absence of such • posted notice, the inspection will not be approved ynd- areinspection fee will be charged. day of who is NOT Sign: Print: Signature Owner or Agent The foregoing instrument was acknowledged before me this IS The foregoing instrument was acknowledged before me this( onally known t 1.214 p NOTARY P� : LIC: 00,10 e) / ' My Commission Expires: me or who has produced by , day of who is p As identification and who didtta identification and who did take an oath. ,ate' LORRAINE KELLER 1 ��= NotitiMitil Y Bonded By National Notary Pont: k-k)Ui 1 16 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************** * * * * * * * * * * * * * * * * * *'* * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Zip Signature ��� V v e • My Commission Expires: IA-Q v' ( (( (c O CJ6 v G 0 5 Plans Examiner Engineer Zoning Contractor , 20 C by e or who has produced ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT -NO.eP -5 12 / " 19 TAX FOLIO NO ° ©/3 '0 90 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: /A, RES c.."C-/ AM P13 /9` Ligr 9 a y © LOT 8. /, ZI 9 ���,, 7r /JP S/7P :5 . 3/ ;3 2. Description of improvement: / /`�I.J //C 3. Owner(s) name and address: /t Cr(,E 57 'C . i V f c 30 ,✓EQ.cW! •3�/3g Interest in property: 21� Name and address of fee simple titleholder: &! ES T71 £Y /v14 �S 30A/P 9r2f ne/444 5/.3g 4. Contractor's name and address: 0 /V� 4S7Z 36b 9/s S ?E 7 ,1M /ii ,rk.35/38 3/5O 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 6. Lender's name and address: /1 /A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 4f�,4 8. In addition to himself, Owners designates the following person(s) to . receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date ys specifi Signatu' f Owner Print Owner's Name 6E /`vc Notary Pub Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 Sworn to and subscribed before me this30 day of J '• (IF Bonded By National Notary Assn. STATE OF FLORIDA, COUNTY OF DADE / HEREBY CERTIFY That this is a 1 c of the ■riginal lilew th,s o/l'Ce on d o 1 , AD 20 � 9 rat Seal. •'!ITN HAR By ny hand and County Courts D.C. Prepared by 'O///V &Z, ? , 20O5 Address: � © / 9 07 //fir / / . � / g 3/30 4 111111 C :FN 200cRe 0892 238 OR Bk 23711 Fs 0062► (1130 RECORDED 08/23/2005 13 :33 :57 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Section A (General Information) Master Permit No. 0 5- /2-11 Process No. Job Address N 9 W Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ROOF CATEGORY Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes Are there Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof in Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /9 g/37,_/ 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. • ■ : EOO�CuiiC ■ E :11:::::::111111111:1111111111111111171111111:1 III ' WOE • CE.C:.� C FIN!' ■■ Eli �r 111111 ' E ■ E O C ' E CC ' 11 C i.ECCEEG% 'E■ "Will u . E C II .EE LIP EE ■■ p CC.0 C �. E CCC CCC :u CC C ' . �C C .C C C ' CC EEE ■ E CC ■■■C OO ■■ ■ Cr ... trill ■ C E C ■ i ■ ■ 11:1111111111! C CE um OO ■r O''EC �� ■.0 ■ CO Q ■ E ,H ui• ,uu C .. . OE ■C all � I =rr ■ ■ .0 ' ' ■ ■■. C '. C BSI 11111011 . E CCC aEO.CE -1111111111111:11111 �E�� E .. 1! �..E1 -1 'E ■■. E 11:1111111111111111 E E C E EC' 1111111111:111. E MI E C ■ C OO C i � EHO ■�.■.. ■. ■■ .■ O ■.�. ■ C.O ■C I� O C .. ■C l - h E . r.. ■CEE ■.■.■ ilii ■ ■E I:E■ ■O C nr.0 IC E ■ � ■■ C rtv EOCC . C C ■■ ■ LC■ ■ ' � E rn/�■ ■■ ■ 1 CEC—'11111 C � _IECEE E Ill ■ 11 II A 'ASS/ ►lr � � �■ _ rill E ._ Ai ~NON ill ■ 1C r ■� ■ MO * � C• E E � •• fet■ N 441 : alJ j ±, NO 123_01-48 5/03 PAGE 2 • • •.• • •• •• • • • •• •• ••• • • • ••• • • 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 _ _ _ MO 4. Other Component Notice ofACcpiWCee : : 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: •.•. • • .••• • • • • • • • .. • • • • • • • • . . .• ••.. .• • . .• • • • .•. • ••• 123_01 -48 5/03 PAGE 1 • •••..•• .. • • • .. • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• • • ••• • • • • • 123_01 -48 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer. 6 /9/'° NOA No.: ®3O/ , O� Design Wind Pressures, From RAS 128 or Calculations: Pmax1:` 92 Pmax2: 62,E Pmax3: / Max Design Pressure From the Specific NOA System: ° , , Deck Type: 5 4' / pi iit, Gauge/Thickness: l A Slope: ! ' Anchor/Base Sheet & No. of PIy(s):# / 10 2; r eo r eet Fry Insulation Base Layer. diA Base Insulation Size and Thickness: N/A Base Insp ation Fastener/Bonding Material: Top Insulation Layer. NA Top Insulation Size and Thickness: Top 17 Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): $ j3inSA i ?tmia n, erar Top Pi fi o /,0 /90 ly Sheet(s).& No. of Ply(s).ffr PAS' Section C (Low Sloped Roof System) 4 it/ • • • • • • • • O fQ /J • • rg Surfacing: AS4 Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 ' oc @ Lap, # Rows Z @ 9 • oc Perimeter. 4 - oc @ Lap, # Rows l © 4 ' oc Comer. ' oc @ Lap, # Rows V @ ` ' oc Number of Fasteners Per Insulation Board Field " ifs PerimeteriV Comer dy/ 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. • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • • • ••• • • .•• .• • • • • • • FT. FT. Parapet Height to Mean Roof Height • .•• • • • • • • • •• •• • • • • • ••• Roof System Manufacturer: 3/ Notice of Acceptance Number: 0(°/2/2 s elh Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): / P1: `�" 7 6 P2: /00- 4 P3: / , 6 Maximum Design Pressure (From the NOA Specific System): 6/< 9 Method tile ,a c of attachment: i 1� 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Roof Slope: : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: nsulation. Ridge Ventilation? N/A 1604 W / ype Underlayment• Fire Ba •.... • • • Mean Roof Height: /5 . • • • • •• ••• . • 4a 40— 2,‘, m� ... • • • • 4100 • • • • .. • • • • • • • • .•• • • • • • •• •• • • • • • • • • • • • • •• • • • • • • • • ••. • •• • • • • ••• • ••• • A astener ype Spacing: I/ Aefej mey CW/v/ � o . � /A/ c - 40e3 � ./0 ' " dhesive Type 47-419446r Typal f' ype Cap Sheet. # 9oA Z - 7/1 f' (A • • •• • . • •.• ... • •• • •• oof Covering: sm— SA,A/1 ems/ 7 Type & S ze Drip Edge: i/N/V 6 123_01-48 5/03 PAGE 4 • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Where to Obtain Information D®oceiptlion Symboll 20' 25' Wineire to gad Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site 39.7 423 Roof Slope g Job Site 38.0 37.4 Aerodynamic Multiplier A, NOA 322 33.8 Restoring Moment due to Gravity M NOA 28.4 30.1 Attachment Resistance Mr NOA 0:12 284 Required � m io trA cgnpno 0 0 000 00 A�im um Attachment Resistance F oN8A 00 0 0 0 0 0 Required Uplift Resistance F. r ° Cate o 0 0 0 0 0 Average Tile Weight W ° °NOA° 0 0 0 000 0 0 Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building (MMial,sett a time Wengit applicatjuh, n 0 n M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' �' — Roof Mope t: i 2 34.4 38.5 38.2 39.7 423 3:12 322 344 38.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 0:12 284 28.0 29.4 30.5 32.4 7:12 24.4 28.9 27.1 282 30.0 f 0®d& Mang ng C®d® Edittl®10 2002 HO Velocity Hurricane Zone Uniform Permit Application Form. For Moment blued the o ystems, choose either Method 11 or 2. Compered Iona values for M t h e vases f i r o m M IIf the 1 I wakes ere greater therm or eaianen to a Mr values, for each tares of the roof, en e tile attar: out meth 11 is acceptable. Method Il "lei[ mm t i ;aced Tile (Callcaniatioos Per 11 AS 127" 0., ::� x a . 9 / . /. — mg: 5& m i1., ' � NOA (P2f / 00.4 II 11.. g @ ' 1 i - Mg: `S �L a , 1. ��3'� NOA F (F II r _ _ %�j - Mg: _ .� NOA Ag Method 2 "Simplified Tile Celemlatioo Per Table Below" ]Required Moment of Resistance (M From Table Below 3 2 1 Z NOA A4►t(D� °Must be used in conjunction with a list of moment based tile systems endorsed by the roward County ]Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for IF' with the vases for F IIff the IF' vases ere greater then or equal to to., e IF velum, for each ere i off e roof, en the e ettacio wend method is acceptable. idu ac edortt C 41106 CaboOs tkona� m u hall t•„ Meth 3 "Uplift g Tile Calculations Per RAS 127" W: _ ) — W: II' cos 0: = F NOA F' (P II 1: = a w: = ) - w: II cos B: = F NOA F' 0P II l: = II w: = ) - W: II cos 8: = Fra: NOA F' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 •0 hi mit o 0 0 0 0 0 0 0 00 0 0 0 0 000 0 000 0 000 0 0 0 0 000 0 0 0 0 0 0 0 123_01-48 5/03 PAGE 5 0 0 0 0 0�0 0 0 0 0 00 00 0 0 0 00 00 0 0 0 000 0 0 0 000 i 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 Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. X . 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring nits (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, open beam ceilings are where the underside of the roof decking can be vowed 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 carne water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of tructural assembly (the building itself). 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. er s /Agents Signature 7/a9 /( Date •• ••• • • • ::• • • • •.. • • Property Address Permit Number • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • Rev:1/20 /2005,Computer Service$ Bull iingD2peltmen : • • •• • •. • • • • • •• • • • • Contractor's Signature • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • ' MIAM FDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile 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 NOA 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.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Contml Division THIS IS THE COVERSHEET, SEE ADDTTTONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM TTEE 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02 /01/2001 • • • • • • • • • • • • • • \1s045000I Ipc2000\ \terrplateslnotice acceptance cover Aladet • .• • • • • • . • •' • • ; ; • • •• ..• • • • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ®buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • • • • • • • ••• • ••• • • • • • • • • • • • • • .. • •.• • •:. ." '• S ANTAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Materials Deck Type: 1. SCOPE This renews a roofmg system using Santa Fe "Santafe `S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by • Applicant Santafd `S' Clay Roof Tile Trim Pieces Clay Roof Tiles Wood Test Product Dimensions Specifications Description Test Product Dimensions Specifications Tile Screws #8 x 2-Y2" long PA 114 0.130" shank dia. Appendix E 0.178 flute dia. 3. LIMITATIONS 3.1 3.2 ACCEPTANCE No.: 00 - 1212.06 Approval Date: February 1,2001 Expiration Date: February 1.2006 I= 18" PA 112 One piece high profile clay roof tile w = 11.5" equipped with two nail holes. For nail -on, '''A" thick mortar set and adhesive set applications. 1= varies PA 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying Manufactured for each tile profile. thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS 2 • • . •.. • • • • • • • • • • • ••: • • •• • • • 0 , •• .:• •• •• • Product Description Stainless Steel Manufacturer generic Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • 3.3 Applicant shall retaju 'the 's�ervices •ot a:1v aiii -Dade County Certified Laboratory to perform quarterly tett,in aaoorda4c4 v3it1 W. 02 ' ,..,.�,;.:.. shall be submitted to the Building Qe a Comptiance (MR M � . ... 4 • .I�- • • • • • • • • `•• : ; • ••"" -oaga,RRC • • • Roofin g Product Control Examiner - Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Clip Two Screws w/ Clip Santafe S Direct Deck 21.8 29.16' 38.28' 57.31' 57.60 Battens Battens Direct Deck Battens Direct Deck 61.77' 1. Approved screws as noted Product manufactured by others' Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems 2 ":12" Tile Profile Tile Application , Attachment Resistance Santafe 'S' 7 " :12" or greater Mortar Set 23.6 Adhesive Set 61.9 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 " :12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A SANTAFE TILE CORPORATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations • •• • • • • • • • • . . • • 00 • • • ..: • • . • • • • • • • • • • • • • • • • • • • • • . • • • • • •• • ••• • • 3 • • • • • • • • • • • • • . • • .•• • • •••••• • •• • •. •.• .•. • • • • • • rank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multiplyers- X ft Tile Profile 1. (ft) Batten Application X (ft Direct Deck Santafe 'S' 0.274 0.297 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations • •• • • • • • • • • . . • • 00 • • • ..: • • . • • • • • • • • • • • • • • • • • • • • • . • • • • • •• • ••• • • 3 • • • • • • • • • • • • • . • • .•• • • •••••• • •• • •. •.• .•. • • • • • • rank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANPAFF` "SANrAFE S" CLAY ROOF TILE • . ••• • • ... • • • •• • • .11 • • • • • • • • .' Fian&c Zuloaga, RRC • • • • • . • • • • . • • • • .. ..• • ••• • 4 • •. • • • .. •• • • • • ; • •. • • • • • • .' . • : % • • 000 • Roofing Product Control Examiner • SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD C o NDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 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 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 same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the 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 longer 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 filing of a 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) Mlsuse 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 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 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 inspection 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 1 through 5 END OF THIS ACCEPTANCE .• ••• • • . • .. • • • • . . • . . . •• .: •' . • • • . . • • . .. • . .. • -• • • • • • • . • • .. • • • - :. • • Prpiik Zuloaga, RRC • •' Roofing Product Control Examiner 5 ••••••• : ••• • • • • • • • • • • ••• • • • • • • • . • • • • 0 • : ' • • • 08/17/2005 10:47 3057518579 Ml � • RIMMING CODE COMPLIANCE UFt4CF. (1tCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1 361 Alps Road Wayne, NJ 07470 SCOPE; - This NOA is being issued under the applicable ntles and regulations governing the use of construction materials. The documentation submitted has been reviewed by tbo BCCO and accepted by tho Building Code and Product Review Corntritte.' t!►1: urcd iu T':1ia : :►i 1):.i County act(. .•ther amo where allowed by the Authority 1'Iitviuy Jurisdiction (ANJ). 'this NOA 6hail nut bc valid after the expiration date stated below. The Miami Dade County Product Control Division (In Mvfiatni Dade County) and/or the A-(J (in areas other than Miami Dade County) reserve this right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, t eruumfactun:r Kill incur the expense of such tasting and the AIIJ 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 detemiined by Miami -Dade County Product Control Division that this pruduel 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 Ilun'icene Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoiida! Modified Bitumen Roof System for Wood iDecks. LABELING: Bach unit shall bear a peruutnrht label with the manufacturer's namo or logo. city, state and following statement: "Miami - Dade County Product Control Approved ", unless otherwiso noted herein. RENEWAL of this NOA shall bc considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM)NATLON of this NOA will occur after the expiration data or if there has been a revision or change in Lite 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 bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prcctdtxl by ttw woods Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, theta it shall be done in its entirety. INSPEf:110N: A copy of this entire VOA shall he provided tp the user by the ntanufacttucr or its distributors and shat) b uvail3blc for inspection at the joh site at the rrquezt of the Building Official. This NOit renews NOA 41024408.10 and c0n:i5tx of pages 1 through 31. The submined dtti:omentatiun was reviewed by Fronk Zulc 3 t. RRC• •. ••. • • • • • .. • • • • • t • • • • • •• • • • "• • • • • • • ••• •• • • • •• •• • ••• • • . • • • • • • • • • • • • • •• • • • • •• • • • ••• • ••• • ABC SUPPLY CO PAGE 01/12 M1AMX -DARE COUNTY, IUfl'•LDA METRO -DADS Fi.AOLER DUIL D NC 110 WEST MAULER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1363 (305) 373 -2901 FAX (305) 373.2908 • • • • • • • • • • • • • • • • • • • • •:• • • ••• • • • • • • • • • • • • • • • •• • ••••• • •• 00 • • ••• • • • ■••- NOA No: 03 -0501 AL Expiration Date; 1 AP1■roval L' ete:LAr23/tl3 Puge 1 of 32 08/17/2005 10:47 3057518579 ROOFING SYSTEM APPROVAL CAMEL n : Roofing SI3S/API'. Modified Bitumen Wood -75 psf See General Limitation *1 Sub- Categor! fleck Maxirmttts_Desltaa Pressure j41tc Classification; TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TAisLF I Product CAF Asphalt Ccacrctc Primer (Matrix' 307 Pruner) OAF Mineral Shield® Granules GAF WeathcrCoat.® Emulsion (Matrix'''' Pibercd 305 Emulsion) GAF Premium Fibrred Alumitium Roof Coating (Matrix"" System Pro Aluminum Roof Coating Tibcrcd 301) OAP Ietblack M1 Weather Plastic Ccracot (Matrix"' Standard WcUDry Roof Centciut 204) GATOLAS #75» GAF(3LAS #80 Ultimtin" Buse Sltcut G ,\rCt1,.A5 flex 6 GAF(i1..AS Ply tie C,AFGLASOMincral • Surfaced Cap Sheet GAFC11.ASta STRA'I',1VENTO Eliminator Perforated Dimensiuns 5.55 gallo 60 lb. Bags ASTM D 1863 1001b. legs • S gallons 1.5 gallons 1, 5 gulloas 39.37" (1 meter) Wide 39.3T' (.1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide . . .•: : : . •• • • •• • • .. ., , .: • . • • • . • • • • • r � • • •• •• • . . .• .. • • • • • • • • • .• • • • • • • ..• • Test amcil icali A5'f`.I ASTM 1227 ASTM D 3019 ASTM D1409 ASTM D 4601 ASTM 1)1601 AtiINI1) 2175 AS M U 2178 ASTM 1.) 3909 ASTM 1)3672 ASTM 1) 48'./7 ABC SUPPLY CO Product T►escriptlon Asphalt conctete printer used topiumule adhesion of asphalt in built -uti roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. CLAY Mdncrul,Shie ld@ Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM . 1.1 2824 1 ibcred aluminum coating. • • • • • • • • • • • • • • • • • • • • •• • . •.. • • • • .. • • • . • • • • • • • • • • • • • °• • • • • • • .•• •1 • • .:. :• • •: • Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to tvct and dry surfaces. Asphalt impregnated and coatocl glass matt base sheet. Aspbalt impregnated and coated. fiberglass base sheet Type VI asphalt itnpregnatcd glass felt with asphalt coating. Type IV asphalt impregnated sines felt with asphalt coating. Asphalt coated. glass fiber mat cap suet surfaced with mineral granules. Fiberglass base sheet cuatat on hutli lidos with asphalt. Surfaced on the. bottom side with mineral granules embedded in asphaltic coating with factory lwrfnrations. NOA No: 03.0501. Expiration Date: 11/06/f4 Approval Dato:104 rage 2 of 32 PAGE 02/12 , 08/17/2005 10:47 • pr oduct GAR:HAS® Flashing GATGLAS® STRATAVENT® Eliminator Perforated Naitable RUBEROID® SBS Heat- Weld"' Smooth RUBEROID® SBS Heat- WldTM Granule RU)3EROID0 S13S Heat - WeIdTM 170 FR RUBEROUY) SBS Heat- Weld" P1135 • RUf1EROID ®SHS Heat - Weld PLIJS FR RTJBEROIT) Modified Rase Sheet RIJBEROID® Modified 13iturncn Adhesive RUREROII)® SRC T eat - WcIdTm 25 Ituberoid® Mop Granule RURi ttOIA MOP Smooth RUBERODU MOP PLUS Rt3131I(OTD MOP 1?Tt itUUWtOII) TORCH Snn. ,Otte 3057518579 ni Boalpnt? various 39.37" (l meter) Wide 1 meter (39.37') wide 1 meter (39.371 wide 1 meter (39.37 ") wide 1 meter (39.37 ") ASTM wide 1 teeter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.17" (1 meter) Wide 1 sq. relit 87 Its. 39.37" (1 ureter) Wide RU1IEROOE) MOP t70PR 39.3T' (1 meter) Wide 39.37" (1 trader) Wide 39.37" (1 meter) Wide • • • • • • • • • •• • • • • • • ^- ••• ,.y• Product Descriptioq Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D-6164 Non -Woven Polyester nut coated with polymer modified asphalt and surfaced with,nincr,l grittutes. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules- D-6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surtiiced with mineral granules. Premium glass fiber reinforced SRtS- mrnlified base sheet Test SuecifIcatio ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D-6164 AN TM 1)4601. Type It UT. Type G2 BUR ASTM D 3019 Type DI ASTM D -6164 Fiber reinforced. rubherited Adhesive Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Non -woven polyester that euated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with . polymer-modified asphalt and smooth Sur faced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D G164 Non -Woven polyester mat coated with ASTM 1) 5147 tire retardaut polymer modified aiplwlt and surfaced with mineral gr:urules. ASTM P 61.64 Nun -Woven polyester mat cauatcd with ASTM 1) 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM 1) 6222 Heavy duty. polyester reit:Comed, asp1i It AS' I'111 1) 5147 modified bitumen membrane, smooth Sr!itasG• ASTM D 6222 ASTM I)51.47 ASTM 1) 6298 AMA D3147 ASTM 1) 6164 ASTM 1) 5147 ABC SUPPLY CO • • • • • • ••••• • •• • U1 : ••• • • •• ••• •• • ft ••• • • • • • • • • • • • • o • • • • • ' •• • • • • • • • • • • • • • • • • • ••• • • • • • Oi• • • • • • iy •• •: • • • ••• • • NOA No: e3. 0501.02 Isupiratioa Date: 1101018 Approve l D:rte :104:4/03 Pare 3 or 32 PAGE 03/12 08/17/2005 10:47 RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170H TORCH Ruberoide 20 Rubcroid® 30 Ruberoid® 30 FR RUBEROM@ ULTRAC :L.AD® SRS RUBL•'RO1 Dnal FR Vent Stacks (metal and plastic) GAF Aluniinunt OAF Aluminum Roof faint (MatrixTM System Pm Aluminum Roof Coating Fibered 302) OAF Built -Up Rooting; Asphalt kU1W1 OI1) M01 Asphalt. Asphalt 1. & Asphalt P Shingtc- MatCT" Und.arlayntcnt Tikk-Mata Modified rinse Sheet 3057518579 Dimensions 39.37" (1 meter) W ide 39.37" (1 Meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 3 (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) With, 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 5 gallons 5 gallons 300 lb. cartons. bulk 60 lb, kegs 4 sq. roll 301bs. 1.5 sq. rc,lt ••• • ABC Test SDecif ASTM D 6222 ASTM T) 5147 Product Descrintl_on Heavy duty, polyester reinforced, asphalt modified bittuttau mecensers, surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, gnats. surface Heavy duty, polyester tuiaforeed, coated with fire retardant asphalt modified bitursen membrane, granule surface. Heavy duty, polyester reinforced- coated with fire retardant asphalt modified bitumen in a obi tai'. graintic. stnfotcc.. SI3S modified asphalt base sheet reinforce with a glass fiber meat. Non woven fiberglass neat Boated with polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Non woven fiberglass mat coated with ASTM D 5147 fire retardant, polymer modified asphalt and surfaced with mineral grinules.s Woven fiberglass mat crxtted with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass teat coated with file retardant, tmalytnr- modified asphalt and surfaced with mineral granules. One -'way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks ate available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non•ftbered. Aluminum pigmented, asphalt roar coating ASTM 1) 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5 147 ASTM D 6163 ASTM D 5147 ASTM D6163 ASTM D 5147 ASTMD6IM ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM 1)312. Types I, I.1. [11 and TV ASTM D 5147 SUPPLY CO •• ••• • • •• • • ••• ••• • • • • • ,. . • • • . • • •• • • • . • • • •• ••• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • ••• • • • • 000 • • • ••• • • • • • • • 0 00 • • • • • • • • • • • • •• • • •• • Intcrply mopping and surfacing asphalt SIEl3S modified asphalt Fiberglass reinforced shingle. underlayment SBS modified asphalt base sheet and inter ply sheet reinforce with n glass fiha' mat tits underlayment. 1rf1A Nn: 03•0SO1.O2 Rcplrntioo Date: 11/06 /OB Appruvnl Dale :10/23/ Page 4 of 32 PAGE 04/12 ,08/17/2005 10:47 3057518579 Product Tile -Mate Modified Cap Tile -Mate Mutlificcl Cap t sq. roll Plus TopCoat© Surface Scal SIB (Matrix 602 S13 Coating) GAF WeathcrCot.:® MB+(Matrix 715 MB Coating) Top("mat MTI +(Matrix 713 MB Coating) WcutherCotc (Matrix 531 WeatherCote® Elastomcric Flashing Grade) Matrix Low VOC Matra i 101 System Pro Sl3S Adhesive (Kubcroid ®wall) Matrix 201 System Pro SUS Flashing (Rubcrnid®1v1 Matrix 102 Select STIS Adhesive (Rubereid ®M11)11atrix 202 Select STIS Flashing Matrix 203 Standard Plastic Cement Mtnrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibcrcd Aluminum Matrix 304 Se lest Nan - Fibered RUBEROIDO Modified Bitumen Adln :sivi ABC SUPPLY CO Test Product Dimensions Specification jljcrlption 1 q. roll. ASTM [) 5147 Nonwoven polyester mat coated with 103 Ibs. polymer modified asphalt and surfaced w ith mineral granolas tile uoderlayment. ASTM D 5141 Non -woven polyester mat coated with 102 lbs. polymer modified asphalt and surfaced with mineral granules tine underlaytnent. Surface coating for smooth surfaced aid mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 03019 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D45S6 ASTM D4586 ASTM D4586 ASl'M 1)3019 AVM D 2824 ASTM D2824, Non- fibcred. Alumintmn pigmented. Type t asphalt roof coating. ASTM 1) 3019 Fiber rainionced. rubberized Adhesive Type 111 00 000 ee • • : oo • • • • • • • • • • • . , • • • • • . • • • • n • • • • • •• .• •• • • • • • • • • • . • • • • • • ••• • . 600 • • • • • • •• ••• • • • • • • • • • • • • • • ••• • • • • • : . • • • 4 • • • • • • • • • • • • • • • •. •• • •• ••• •• •• Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied lvlodified SEAS Asphalt Adhesive — Flashing Gredc. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — l+lashiog Grndc. Standard Plastic Asphalt Roofing Cement Stauclard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Filtered aluminum coating. • • • • • • • •.• NOA Nit: 113.6501.02 Expirntum Dote: 11 MVOS Approval note :1nr23A►K Page 5 of 32 PAGE 05/12 ,08/17/2005 10:47 3057518579 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISO1toc Structodek Multi -Max &FA Paroc Base Board Perot Cap Board APPROVED) F ASTRNI' RS: 1. Product Name GAPTflE® (Drill-Ter 0) 012 Standard & #14 Heavy Duty Roofing Fastener 2. GAFI TE® (Drill -Tcc ®) ASAP 3, GAFfITEt9 (Drill -Tec®) Base Sheet Fastener and Mote Fastener Number 4. Galvalutae Plates (T)rili- '1'ec ®Mctut) 5. Polypropy eno Plates (Drill TecQ) Plastic) f.. Dekfast Fa.:!cncrs #12.014 .� #1S 7. T)ckfust MIL Plato S. Dekfnst Lock Plate 9. 1t12 Roof °grip Castcncrs 10. Metal Plate 1.1. Cearlr'k Plastic Plate 12. Cilasfast Fastener T:4IILE 3 Product Description Insulation fastener for steel. wood & concrete decks. Prc•assentblcd GAFF.ITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Polypropylene locking plate. insulation fastener for wood and steel. Galvalume stress plate. Dnsulatkm fastener assembly with recessed plastic plate . •.• • • • • • • • • • • • • • • • • . • • •.. • • • ABC SUPPLY CO TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyannrate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwoal it lsulaticm Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Cntvaluiste ltnx stress: plate. Polypropylene round plate . .. 000 • • • • • • .. • OOOO • •. .: • •• •.• • .. •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . 1 1 • • • • : • . • • . � • Manufacturer (With Current NOM Johns Manville Johns Manville Ivtnsonite. RMax. Inc. Partek lac. Manufacturer Dimensions (With Current NOB) GAP Materials Corp. GAF Material* Corp. GAY Materials Corp. 3" and 3',4" GAF Materials Corp. 3" and 3 , A" GAF Materials Corp. Construction Fasteners Inc 2 71K" x Construction Fasteners 3 1/." Inc. 3" x 3'/i' Construction Fasteners Tnr. ITW .Buitdex Corp. 3" round ITW Iinildcx Corp. 3" square 3.2" rrw BeiIdc!c Corp. Mots Manville Na\ No: 01450 3.02 Expiration bate: 11 ptti/0I! Approval Doie:ltl/23/o3 Page 7o PAGE 07/12 08/17/2005 10:47 3057518579 A:PPROVEA INSULATIONS: Product Natne GAFfEMP Isotherm R, RA, RN & Polyisocyam►rate foam insulation Composite, EnergyGuani RA GAFTEMPS Composite A & N Polylsocyanuratc foam insulation with high density fiberboard orPermalitu perlitc insulation. •(BAMCA)GAFIEMII'® Fiberboard Fiberboard insulation. GM-TEMPS Permalite GAk't'FMI' GAF'CAN " DAFT Ml` Pcrmalite Recover Board OA1; I EMP GAFEDGV" Tapered Edge: Strip (BbICA) GAF1PPMP®i High Density Pibc,tbonrd ttMCA EnrrgyGuard, RA BMC4' Composite EnergyGuard, RA PYRo - < White Line AC'Fu:un 1. II & Composite ISO 95+ ISO 9y►• :Composite EPS Wood Fiber 1-141 ►1:>;:nsity Wood Fiberboard Peliie/Un;rhane Composite Pcrtito Insulation Dens fleck )F NRCV-2 & E NRCU Y- 2 1?T,VS, Ultr t(•ard (iuld ABC SUPPLY CO TABIF Product Description 1<crlitc insulation board. Cut perlite board Perlite recover board Tap..rcd perlitc board }ligh density wool fiberboard insulation. Polyisocynuratc foam insulation Polyisocynurate /wood fiberboard composite Polyisocyatturate foam insulation Pulyisoeyanurttc foam insulation Falyisocyanuratc foam insulation PoIyisocyanurate foam insulation Pulyisocysuurate/perlite ridged insulation Extruded polystyrc.ne insulation Wood fiber insulation hoard Woad fiber Insulation board rerlite / urethane composite board insulation Pcrlitc insulation boars! Water resistant gypsum board Pulyisueynatirste fount insulation •• ••. • • •• • • • .. o • ••• • • •• • • • • • •••• • • • • • • • • •• • ••• • • • • • • • • • • • •••• • • • • • • • • • • • • • ••• • lb.* • • • • • • • • • • • • • • • • •• : ••••• • 00 •'• • • • . •• • • Manufacturer (With Current NON GAP Materials Corp. GAIT Materials Corp. GAD" Materials Corp. GAF Materials Corp GAF Materials Corp. GAF Materials Corp. GAIL Materials Corp. GAF tvtatetial, Corp. BMICA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Plrestoue Building Products, Inc. Gencxic Generic Generic Generic generic G Gypsum Corp. Iolu►s Manville. NOA No: x3.0501..0! 1lxpiratiott Date: lt/O6/08 Approval Dntxd(/2 ;1 rage 6 of 32 PAGE 06/12 08/17/2005 10:47 3057518579 APPROVED FASTENERS: Product Name 13. Olympic Fastener 1t12 & *14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Stundara 18. Insul•Fi.xx Fastener 19. Ltsul -Fixx S Plate 20. Instil -Flax P Plate. 21. Ttu -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SURMITTF.D: Test Agee Factor y Mutual Research Corp. Fastener Number Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. JRT of S. FI. IRT of S. Fl. TABLE 3 Product Description Insulation fastener Pre-assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume A7.55 steel plate 3" luuad galvalume AzSO steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" rouod galvalume AZ55 steel plate Polyethylene plastic plate . Current Insulation Attachment Require.uicnt.% FMRC 4470 PA 1.14 Wind Uplift PA 114 0• • • • o 0 • • • 00 • • • ; 41 41 • • . • 1 • • • • • • 4,• • 4141 •0• •• • :.. • • •••• • •• ••••• • • • ••. • • • • • • • • ••0 • • • •• • • 0 • • • • • ••• Teat Identifier CAP - 0.0.02.01 02-005 02-0 f4 ABC SUPPLY CO • 4141• • • • • • • • • • • • • 414,0 • • Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. 325" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3'" round Olympic bi;tnrilacturing Group. Inc. SFS/Stadler 3" round SFS /Stadler 3" round SFS /Stadler The 'flu Fast Corp. 3" round The Tru -Past Corp. 3" round The Ttu =Past Corp. 1)escrinty'nn Dote FMRC 1996 01.01.96 J.I. 1B9A8.AM 3.1. 3D4Q2.AM 4483.04 97-1 AST?4 D 4977 TAS 114 TAS 114 • • • • • •. • • • ••• • • • • • • • • • • • • • . • • 00• • • 09.04.97 04.30.97 U(.06.97 02.01.02 01.19.112 03.22.02 NON No: 03.0501..02 Expirntton 17atc: 11/06/6 A pproval Date :l0 /23;/03 Page $ of M PAGE 08/12 08/17/2005 10:47 3057518579 ABC SUPPLY CO PAGE 10/12 . Meuibeane: One or more plies of RUBEROID MOP Smooth, RudumidA 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus tamale, Rullcroldd Rubcroid® 31) or Ruberoid® 30 FR or Rnheroid® Mop FR or RUBERO1U UltraCladim SUS in adhered in a full mopping of approved asphalt applied within the Evr nags and at 4 rate of 20.40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBLROU)® Mop Plus Granule, Ruberoid® 20. RUBEROID® 30. RUBEROID® 30 FR or R.UBEROID® Mop FR or RUBEROID UltraClad ' SOS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal .lsq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Ltst.tll one of the following: 1. Gravel or sing applied at 100 lb/sq. and 300 1h./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Iviinerd Surfaced Cap Sheet in an approved asphalt at an application rate of 251b /sq. ± 15%. i. GAF Weat c cote® Mil+(Matrix 715 MB (bating). Applied at 1 to 1.5 gal./sq. • 4. Top Coati Surface Seal S13(Matrix 602 S13 Coating), Applied at 1 to 1.5 g:�l.Jsq. Maximum Design Pressure: See Fastening above .• "' . • ..... • . • •. . . • • . . • • • • • . • •.• • • . • • • • • • •• • O 00 • .. • • •.. • • • • • • • • • . • • • • • • • • • • • • • • •• • • • • • :. • • • • • • • • ••• • • • .•• • ••• • • • • • • . • • • . •.• . . • • • • • •. 00 ••• • ••• • • • • • • • • • • • • • .. •• 000 • • NOa No: 03- 0501.ItL E,.rtdretloa frlc: 11i0. /113 A ppruvsl1)nte:10/23/US Pogo 2/ of32 ABC SUPPLY CO ,08/17/2005 10:47 3057518579 Membrane Type: SUS/SDS Cold Applied Deck Type 1: Wood, Non- insulated Deck Description: t' " or greater plywood or wood plink decks System Type F, (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS NSU Ultimem Base Sheet. S1RATAVFNT(e) Eliminator Perforated Nailabie, RLIBEROLD Modified Base Sheet, RLIBEROIDO 20, RU ERO1D SBS Fkat- Weld'*' Smooth orRU13 ROII) SBS Heat -Weld 75 base sheet mechanically fastened to deck as described belmv: Fastening UAFOLAS® Ply 4e, GAFGLAS Plex Ply'"' 6, GAF'JLAS F1'15 Blue Sheet or any Options: of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at. a fastener spacing of 9" o.c. at the lop Staggered and in two rows 12" o.c. in the field. (hla im.uns Design Pressure -4S psf, bite General Limitation #7) CAFGI. ASO Ply 4V, GAFGLAS Flex P1yT'M 6, CAJ OLAS #75 Base Sheet or any of above BRBC sheets attached to deck with Drill -Tee (G^.FT1T.C) 012 or #14 Screws and 3" Plates, 12" o.c. in 1 t►ne row ; in the 2" side lap. The other rows arc equally aacrd appr• e y •.c. in the field of the sheet. • (Maximum Design Pr c —45 psj; See C ern! Limitation #7) CAF(1LAS Flex L'iyT" tAFCLAS #7511 . e Sheet or7uuy nE at,Cwe Dace sheets attached to dock with appre g shank nails and tin, ears 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 Pressrun 52.5 psf, See General Limitation #7) OAFGL.AS #75 Rase Sheet or any of above Base sheets attached.tosdeek with Drill-Tec (GAFTITP.) X112 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. Ono rOw is in. the 2" side lap. The other rows are equally spaced approximately 9" c.o. in tlx rick' of the sheet. (Maximum Desf jn Pressure - -60 psf See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and :r inverted. Drill -Trc (GAUTITE) insulation plates nt x Iastcner spacing of 9" o.c. at die 4" lap staggered in two rows; 9" in the field. (Maximum Design Pressure — bU psf, See General Limitation #7) GAFOLi S #75 13ase Shnct or any of above )lase uhect% winched to deck with fkill- -Tee (GAlMTR) 412 or #14 Screws and 3" Piatrs, B' o.:. in 4 rows. One rev; Is in the 2" side lap. The other rows are qually spaced approximately 9" ac. in thn Field of the sherd. (Maxin►unr Pe- -sign Pressure --7S psf. See General (- imitation 07) !l) nion lf_Onc nr mom plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, tAF(iLAS 080, Rt iauF' , ritoota or KottertOtt 20 sheet adhered in n full mapping of approved aspbalt applied within the EVT r and ut a rate of 20- 4011%0m. •. . • • • . • • • .. • . ••• . • . • . • • • .1 ..• ••. •• • • • . •• • • ••. • • • • • • • • • • • • • • • • • • •.• • • • '.• • • • • • ;. . • • • • • • ..• •.• .• • • . . . •.• • . • • . • • • • • • • • • • • 90* • • • • • 0• • •. . • :• . : •• • 4100 • NOA Nn: 03-0.50 JAI/ t aplration t }rte: 11/0 Wo$ Appruntl Date:LOR Vt)3 Pap 26 of tZ PAGE 09/12 08/17/2005 10:47 3057518579 WOOD DECK SYS 1'EM LIMITATIONS: ' 1 A slip sheet is required with Ply 4 and Plea Ply rM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" Dens Deck or 1 Type X gypsurn hoard is acceptable to be installed directly over de 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 he installed in multiple layers. The first layer shall he attached in compliance with Product Contrnl Approval guidelines. All other inyers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq., or mechanically nitached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attaclunent. When applied in approved asphalt. panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required nu all applications over closed call foatn insulations when the base sheet is fully mopped_ If no recovery board is used the bast sheet shalt 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 sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break ahalJ be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he nt a minimum rate of 12 lbs. /sq. Note; Spot attached systeats:shall be limited to a ntuximuru ttesign pressure of -45 psr. 5. Fastener spacing fur insulation attachment is based on a Minimum Characteristic Ponce (P) value of 27j Ibf., as tested in compliance with Testing Application Standard TAS 105. 11 the fastener value, as ,field- tested, are bclaw 275 Jbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attacluuent of anchorfbase sheet or membrane attachment is based on a minimum fastener resistance value in conjuncrion with the maximum design value listed within a specific system. Should the fastener resistance be less than that tequ red, as determined by the Building Official, a revised fastener spacing, prepared, sigzted and sealed by a Honda Registered F..nI noer, Architect. or Registered Roof Consultant may be suhmittcd. Said revised fastener spacing shall utilize the withdclkval resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Stundurd RAS 1 l7. 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 bate sheet as calculated in compliance with Roofing Application Standard RAS 117. (When thiv limitation is specifically referred within this NOA, General Limitation 89 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile. and/or flashing termination Assigns shall conform with Roofing Application Standard RAS 111 and applicable wind lua! n:yuiretnents. 9. The maxinnim designed prosswe limitation listed shall be applicable to all roof pressure zones (i.o. field, perimeters, and corners). Neither rational analysis. nor extrapolation shall he permitted for enhanced fastening at enhanced pressure tones (i.c. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation tl7 will not he applicable.) W. All products listed Itetein shall have a quality assurance audit in accordance with the Florida (Wilding Code and Rule 911 --72 of the Florida Administrative Cede. EN11 OE TI-US ACCEPTANCE 00 00: • • • • • • •• • • • • • • • • • • ••• OO ••• • •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• 0 • • • • • • • • • • • • • •• ••• • • ••• • • • •:• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • : • ••• •• • • ABC SUPPLY CO PAGE 11/12 Nf lA No: 03-05D1.02 Expiration date: 11 /06/08 Approval dale :1WWZ3 /t13 Page 32 of 32 •• • • • • • ••• •• • • • • • • • • • •• • • • •• 1111 •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• A @6/27/2005 11:39 3057518579 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFUI)— Coirtintied Base Sheet (Optional): One or more layers Type GI, G7 or G3. Membrane: One or more layers of "Rubernid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1-1 /2 • 3 gal /sq. 4. Deck: 015/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, ism yarntrate, urethane. perlite /isui :y.rnurate compoite, pi:Intl /urethane composite, phenolic. 1.1/2 in, min thickness (offset from plywood joints 6 in.). ease Sheet: Cue or ninre layers cf type G2 or 63. Ply Sheet (Optional): One ur muro layers of type GI. Membrane: One nr more layers et' "Ruberoid Torch' (smooth or granule,). "Ruberoid Torch Plus" (granule), "Ruberoid Mrp•' (inwnth or granule) or 'Ruberoid Map Pius' (grannll). Surfaeingr Karnak. No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet Optional): 0rie or more layers of Type (.1, 62 or G3. Membrane: One or more livers of "Ruberoid Torch" (srr.ioth or granule). "Ruberoid Torch Plus" (eremite). Surfacing (Optional): Karnak "No. 9T' or "1119" at 1.3 gal /sq or Grundy Ind. "20 F Emulsiurt" at 3 gal /sq. 6. neck: C -l5 /32 Iodine: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pnrlit /isncyanrirnte cutnpr•tite, perlite/urethane composite, phenolic, 1-1/2 in. min. Base Sheet (Optional): Ono or more,layers of Type GI, G2 or 63, Membrane: Clne or more (ayrm of "Rubernid Torch' (smooth or granule). 'Ruberoid Torch Plus" (granule), "Ruberoid Mop (smooth or granule) or "Ruberoid Mop Plus" (granule). • Surfacing: Gravel - 7. Deck: C -15/32 inclines 1/2 Insulation (Optional): One nr mons layers partite, wood fiber, glass fiber, isncyanurate, urethane. perlite / isocyanurate comment.. partite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Bate Sheet: Two or more layers of Type G2 or G3. Ply Sheet (optional): One or mere layers of Type Gt. Membrane: One or more layers of "Ruberoid Torch" (srnontli or granule), "Ruberoid Torch Plias" (granule), "Ruberoid Mop' (sm.,oth or granule) or "Ruberoid Map Plus" (granule), Surfacing: Karnak No. 97, 1.1/2 • 3 gal /eq or Tavel. •: 8. Deck: NC Incline: 1/2 ' insulation: One nr 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 (Optional): One or more layer of Type Gl. 62 or G3, Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mnp' (smooth or granule) or • "Ruberoid Mop Plus" (granule). Surrfadng: "AL NO Aluminum Roof Coating" at 1.2 gal/sq. 9.• Deck: C -15/32 Incline: 1/2 insulation (Optional); One or more layers perlite, guess fiber, 3/4 in. min, isocyanurate, urethane. perlite /isocyanurate composite. perlite/ urethane composite, phenolic. 1.1/2 in. min. Base Sheet: Ono or more layers of Type G2 "GAFriMAS 075 Base Sheet', • hat mapped or nidchaeleally fattened in doCe. Ply Sheet: One or more lacers of Type 61 "GAFGLAS Ply 4•', hot mopped .' in place, Membranes 'Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fihnred Aluminum Coating at 1•1/2 gal /sq Or GAF Weather Coat Enmltion at 3 gal /sq. 10. Deck: C -15 Indio e: I/. insulation (Optional): One or Inoro layers petite, 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 075 Base Sheet ", . y , �, ; hot mopped or mechanically fastened in place. ,.3i I } '• KY Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. I ; Membrane: 'Ruberoid torch FR" (granule). 1 ; "•• ,4.' Surfacing (Optional): GAF Filmed Aluminum Coating at 1.1/2 gal/sq or ' "1- := GAF Weather Coat Emulsion at 3 gal /sq. t ' . ' 1. Dick C-15/32 inclines 1/2 L '„i.: :i insulation: Isucyanurato, 2 in. min., wood fiher, palterer•, or glass fiber. T s:d any thickness, het mown of rnmcharri!Jlly (asineerlr Ina piece! J%iAtf i ' :.1 offset 6 in. • • • • i • • ,tom- Base Sheet: One or more layers of Type 62 "GlffglAS N1 b B i c6he t ` r. •j t;: h mopped or rnechanirally fastened in place. • • ' . a+ ' ; Ply Sheet (Optional); One or more layers of Tyne•i1 "RifFtLASIty en or "Ply 6" hot mopped in place. .• Membrane'. "Ruberoid Torch FR' (granule). '; Surfacing (Optional): GAF Fibered Aluminum Coating ,pt 1-1/2 gai/s4sr• (" 16AF Weather Coat Emulsion at 3 gel/sq. • • • • • •• • 10 ••• • I4 SR it* ABC SUPPLY CO • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • •• 0 • • • 0 •• • • PAGE 12/12 ROOF COVtRING MATERIALS (TEVi) 135 ROOFING SYSTEMS (TGFU)•— Continrrtrd 12, Deck: C•15/32 Incliner 1/2 Insulation (Optional): Istic anuralc, erlite Of glass fiber, any thickness, hot mopped or mechanically fastene in place. Joists offset 6 in. Base Sheet: One or mum layers of Type 112 •'GAFGLAS p15 Base Shout ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or "I9y 6 ", but mopped in place. Membrane: "Ruhrreid torch FR" (granule), ..Surfacing (Optional): GAF fibrrcd Aluminum Corinne at. 1 -1/2 gal/sq or • GAF Weather (nat Ernuhian AI 1 gal /se. 13. Deck: NC Incline: 1/2 Insulation (Optional): 1:ocyanurste, wood hear board. polite, Watt fiber, any thickness. hot :mewed or mechanically fastened in elre'e. Joints offset 6 ie. Base Sheet. One yr more I,•, er; of Type Ea "GAFGLAS 075 ease Sheet;', hot 'propped in place. Pty Sheet (Optional): One or nom layers of Type GI "GAFGI AS Ply 4 " or "Ply 6` hot niepp•!d m plar:u. Membrane; " Rubernid iurdi I'R'' (jranule). Surfacing (Optienal):'6M fibased Aluminum Coaling" at 1.1/2 gal /s1 or GAF Weather Cos:' Enndsion At 1 gel/4- 14. Deck: NC Incline: 1/2 Insulation (Optional): I'.ocyariurate, wool fiber board, perlite, glass fiber, any thickl;eas, hot mopped or mechanically fastened in plate. Joints offset 6 in, Base. Sheet: Ore nr,.more layers of "GAFGLAS 575 ease Sheet ". hot mopped in place. • Pty Sheet (Optianal)rke.or more layers of "GAF GLAS Ply 4" or "Pty 6" .hot mopped in place, Membrane: "Rubernid Tootle Fa" (granule). Sulfating (Optional): GAF Weather Coat Emultiot'r applied at 3 gal /sq or GAF Fibeted Aluminum lcatIng at 1.1/2 gal /sq. Deck: C -17/32 incline: 1/2 Insulation (Optional): Pen ne, fiber glass, isocyanurate, urethane, penile/ isoryranur'ate composite or phenolic, Base Street: One of more layers Type G2 or 63 base street. hut mopped Or mechanically fastened. Ply Sheet (Optional): One or [nnre layers Type GI, hot mapped in place. Membrane: "Ruberoid Mop FR' or "Ruberoid Map 170 FR" (granule). Deck: C -15/32 tncllne: 1/2 Insulation (Optional): Nitre, fiber glass, isocyanurate. urethane, perlite/ isocyanurate composite or phenolic, offset a in. from joints, Base Sheet: One or room layers of Type G -2 or 6 -3 base sheet, hot mopped or ntechnnicalty fattened. Ply Sheet (Optional): One or more layers of type 6 - 1, hot mopped in place. Membrane: One layer of "Rubernid Torch" or "RrrberOid Mop' (smuotls). . Metnbraee: One layer of "Ruberoid Torch iv or "Ruberoid Mop ER" (granule) 17. Deck: NC incline: 1 • Insulation (Optional): Perlite, fiber glass, wood fiher, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers type G2 or G3 base sheet, hot mopped or mechanically fastened. Pty Sheet (Optional): One or more layers Type G1, 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): Polite. fiber glass, wood fiber, isocyanurate. urethane, perlite /isacyamlrate Composite or phonetic. Base Sheet (Optional): tine or mule layers or lylio 6.2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layer, of Type G.I. hot mopped in place. Membrane: One layer of "Ruberoid torch' (smooth), "Ruberoid Mup" (smooth), : : One layer of "Ruberoid Torch FR". "Reiman! Mop FR" or "Ruberoid Mop 170 I'R" (eremite). 19. Deck: NC Incll.ie: 1/2 Insulatlon (Optional): Orre or ,r��.re layer of perlite, glass Fiber, isocyanurate, eretben•, perlite/ isocyanurate rm m p nsite ur phenolic, any Ai:Aness, • • Pase SI'eet: Otte or more plir :'.'i1 or 1i2, irot sooner :d or milhred with e • • Ker ; mit Chem al Co, 'No, 81•' or .ibson'Homan 'Nn. 6160" cold applied a •• tru•.eve ai 1• /1 gel /sq, • • •Mornbrane: One layer of " Rubernid flop FR" or "Ruberoid Mop 170 FR" (Tamer), hat mopped or adhered with Karnak Chemical co. "No. 81" Or Gtbsun -Homan "No. 6160' cold applied adhesive at 1 -1/2 gal/sq. 20. Deck: C•15/32 Incline: 1/ •• • InarlIbtiom Polyisocyamerate, any thickness. • •Base Sheet: "GAFGLAS 515" (Type 62), meeltanirally attached. • RK OP,PRGD CT • - • - Vth _ Lot Block _ SubdiVision Number. Street iu SAr AA a 71e Ea 1? E N _ Owners N 8.M e 7 Lic; - No. - - kddress or Ph9ne . . • . . • ,--1 A Contractor .... Lic. No 7 Address Zone Reg.Cu. Ft. 0 f d 0 0 . .. .. ., :..O.L.b....Coat..20 i.71/. By Plat Res ion _Chkcf. By t-. - • _ . ......- - - . . .. To P/anntrig Board - 4 •-,..) ---- - - A451, - ,0il 6-z ze. 0 - lie) eted -I:- Re-Submitted to P.Bd-. •,.... , App-r oved v ... --,-- Plan &• SPec. Checked by Date r. ..... 4... ..■ •.......• •■ ... • ........ *O.... • .... 'e To :kgrcwed •._ _ •• ...._ de ect ed Bld No -f- a 6 Date ° , * 9 ; • " OFete Cost 1; 2 Type Stories &1-zC.. • Roof New Construction Al tart:it:ions Repairs. io Plumbing Permit. No. Septic Tank Sewer Miscel. kaw. C.anst. Date • /9— 0...Eae., 2..t' - • ° Al terat i Repairs Electrical Permit No. FiRtures Heater Motors Miscel. New Cont., - B .dg. Insp. Foundation Beams & Lintels Final Final Clean - Pluabng Insp_. .„.. ;Raiaghing Septic Tank S:oiar Heater Service 0. K. to Powmr ro /00%z Date 74%.,17 -Fee iL • 11 11 •il Udk e 6 Final Cert. — 1"• ? �_1 .: // t Electrical Insp. Date By Re- .Rough _ / , 4.0 ` h � Fixtures. s r- - Z; .7 ■:sf ® :e- .: ,..' v Final • - - 2 7-40 �,., ('_ .Alteration Repairs.,__ - By Re - tnsp. Hy- l�einsp.' 44 11 11• " .1 - , .`.1 J _� • - Insp. By - .R•eiisp. By nsp`: By ••Reinsp.., By. r Location and legal description of lot to be built on: Lot Block Subdiv Street and Number where work is to be done 3.0 ...N—...E.. State work to be done and purpose of building (by floors) ... in garage, at east side where til MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT. APPLICATION FOR ' 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 iuilding 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 prggress of the work. Date ..._ 1 LQ .....__.. _._....- .._._._..._._._.- ._.... , 197..&_ Owner's Name and Address . George J. Reis �._. _ No.. . 0... 4.E Street..-9.5..h_S.t— Registered Architect and /or Engineer Name and address of licensed contractor Andrews Roofing F Imp. Co. 4300 F„ 11th Ave, ........ii r . ision. ejair barrel tile 4 gravel roof over leak e ... ¢ 1C..s.... j a.nd... Xl ...R xj _o....I a.o.f .. and for no other purpose. New Building Remodeling Addition Repairs XX No. of Stories 1 To be constructed of Kind of foundation . Roof Covering...h.a.rrt~.1...til e._.E.g r Estimated Total cost of improvements $ 730.00 Amount of Permit a. 5 , 0 Q Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Andrews Roofing U IMp . Co. 4300 E. llth Ave, I , 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 subco tracts s, on wprlt t he performed under this permit, as are licensed by Miami Shores Village. �' - Remarks (Signed)- STATE OF FLORIDA, 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 name, and that all facts therein by him stated are true. Permit No. ____ / 1 / _7 -_ Date ( / 7- 7$ Read, Sworn to and Subscribed before ere. Disapproved Date ) Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Merr,ber Member Member ...... - ---- -•-•- .-- -...._....._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making correotiona or changes lo 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 ma) a n¢ s:;ary by itcaprop€ ae i c Boy inays.-vtion or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building • , PERMIT ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot Description MIAMI SHORES VILLAGE, FLORIDA Bl N9 4996 DATE 19 Contractor's License No. r Subdi- vision Address of - Value of i I Amount of Building . , 'r Project $ 11 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 applica- tion 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 respon- sibility for work done by his agents, servants or employees. Signed: - INSPECTOR 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 ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. iK CONTRACTOR OR BUILDER BY AUTHORITY UROT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. �'/ / Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: r' , v, Lot_ _ - ' �_ - Block Street and Number where work is to be done Distance to next nearest building STATE OF FLORIDA, j COUNTY OF DADE. ss Building Inspe MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date � OV 19. e J 2 2/ No &c Street 4 //- 5 Subdivision..,l. fr! /�� �. Ya" �? f, ° .T' State 3,y.9rk to be done and g (by floors) ..�� purpose of buildin b floors �- -1 ___,fl�,lli ?../._�.�' ,� _��_�. -- r - • -,� �,•,�f�ze Ac?e'fr Est/ .----':sG ca _, he.. �7LpCe`,L' i' L fi , �� ®C Ao,), -1 t?LA - ,-- New Building Remodeling Addition Repairs To be constructed of....67. Kind of foundation L= _C c e -°f Roof Covering _fir Estimated Total cost of improvements $ __. O 2O �9= Amount of Permit $ Zone cubage required plan Cubage Size of Building Lot and for no other purpose. No. of Stories 7 X jZfr7J . Maximum live load to be borne by each floor I hereby submit all the plans and specifications for sai building. All notices with reference to the building and its construction may be sent to // 7.r?°'" /l4 - ��f ( Z., • / . / _° / The undersigned applicant for this building pennit 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 pection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suchntractors, on �+ork• to be perfor rider this permit, as are licensed by Miami Shores Village. r Remarks 1't'e5 (Signed) 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 a) ,':.) Date I/ — �',.. - Read, Sworn to and Subscribed before me. Disapproved / 7 Date.- _. /.% / � / Notary Public, State of Florida (Signed) - - - / 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. �L sa- J d� II x 7 .ip C2 TA-x JAL �c 15 7(0, e z J s-c) - 4 (1/.1 BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE. FLORIDA ❑ PERMIT NS 5598 0 Owner of - Building Architect Contractor or Builder Legal Lot Description Bl Address of Building Work to be performed under this Permit Subdi- vision Value of Project $ 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. BY- INSPECTOR r' 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY DATE 195 Contractor's License No. AUTHORITY Amount of Permit $ Z MIAMI SHORES VILLAGE, FLA. N° 262 JOB ADDRESS - 0 A /1 - - - -7:- �J INSPECTION I TIME READY Cl REMARKS: INSPECTOR DATE 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. July 19 78 Date..._...._... __ _ _.._..._ _ .....__ ...... ,19 .._.._ George Reis 30 N E. 95th St. Owner s Name and Address _ No street 2. ..... Registered Architect and /or Engineer .., Name and address of licensed contactor O b e n o u r Roofing C o. 7357 N W. ►i1 i a m i Ct. Location an$ legal d ption of lot to be built n• �• Lot 1 Block Subdivision ��v Street and Number where work is to be done 30 N. E. 95th St. Remove the existing roofing end replace ulith State work to be done and purpose of building (by floors) white shingle tile roofing on sloped area and 4 ply built up on flat area. and for no other purpose. New Budding Remodeling Addition Repairs No. of Stories To be constructed of • Kind of foundation Roof Covering 24 SG 5. Estimated Total cost of improvements $ 4 , 100 • 00 Amount o Permit $, VX1RXlX 12.50 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed 'by him in the work to be performed under this permit; and will post or cause to be posted for inspectio, on the site of the worksuch r • Bic notice or notices as are required by the Act. The undersigned agrees to employ only cai su • ,• : ors, onyork to be pr,rf6 under this permit, as are licensed by Miami Shores Village. Remarks._ (Signed)_ "IT," .rasnees Notary Public, State of Florida STATE OF FLORIDA, 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. 2 0 TH 7e 20, ? e Permit No.._ Date Read, Sworn to and Subscribed before me. Disapproved ate. (Signed) - ( . ,, Building I spcctor / My Commission Expires PLANNI BOARD _.._ DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NCITE: 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. BUILDING ELECTRICAL PLUMBING ROOFING 0 ❑ PERMIT N° 4714 ❑ Work to be performed under this Perini Owner of Building Architect Contractor or Builder Legal Description Address of Building eoa Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA B1 DATE 195 Contractor's License No. Subdi- vision Value of Project $ Amount of 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 cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY INSPECTOR 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY e a n I hereby submit all be sent to STATE OF FLORIDA, COUNTY OF DADE. j ss. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _ �.______ -_ ( Signed) Building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 749 - 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 Owner's Name and Address i 6F•4 411 _ No Registered Architect and /or Engineer Name and address of licensed contractor PA-7-Z, State work to be done and purpose of building (by floors) _ ___ 4__;,'___ ' New Building Remodeling Addition Repairs To be constructed of Kind of foundation_ Estimated Total cost of improvements $ � t 62.2 ea < nspector o Roof Covering Street °• The undersigned applicant for this building permit does hereby certify that he understands and accepts his ob of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Fl and has complied with the provisions thereof, and will require similar compliance from all contractors or in the work to be performed under this permit; and will post or cause to be po . r speck on th or notices as are required by the Act. The undersigned agrees to employ only ntrrs, o permit, as are licensed by Miami Shores Village. Remarks (Signe ,19 y o? 6 s �°.- 1 / t•� - G1 �___� j 7 2 and for no other purpose. No. of Stories Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor s and specifications )said said buildi All notices reference to the building and its construction may uch sub . - . a, Permanent contractors emplo to of the work such to be p an employer pplement, ed by him blic notice e under this 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 2 - 15"' — Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE, FLA. N9 5692 JOB A 6 . ( 4 2 , ADDRESS • INSPECTION TIME READY REMARKS : -- A INSPECTOR DATE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date November 29 ,19 56 Owner's Name and Address._ Edwin Smith No 30 Street N.B. 95th St. Registered Architect and /or Engineer Name and address of licensed contractor Sheet / e to 1 Spec iu It y C©mp iny, 573 rT . W. 71st St., I.Zimn i Location and legal description of lot to be built on Lot Block Subdivision Street and Number where work is to be done a)__T_,e 4. 95th...$_t_r_et. State work to be done and purpose of building (by floors) I t Q1 i nz o n_tl_d dit - = $ o r * 9 i d e n C e and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories one To be constructed of C • B • S • Kind of foundation Roof Covering built Up Estimated Total cost of improvements $ 94,00 Amount of Permit $ 5. 00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such 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 permit, as are licensed by Miami Shores Village. Remarks (Signed) SHET METAL SPECIALTY COHPANY STATE OF FLORIDA, COUNTY OF DADE. ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 411 1 Date.. - 3 a - —;- Read, Sworn to and Subscribed before me. Disapproved (Signed) MIAMI SHORES VILLAGE to me well known, Date e / r Notary Public, State of Florida Build4ag 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.