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1255 NE 93 St (9)
4614 Nov 1 4 205 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1110105 5 Type Insp'n Permit No. S — 133 3 Name — FES 1 I A Address I2 -55 1\1- Compai -F-IIL ) 4' r Phone # ( �� I G Inspection Date I I I 4 Approved Correction Re- Insp'n Fee ❑ SI NS �-�. A(or 0A}.4,-L ee -•/) etP-D ( .. 1 iv s e N z C.�lpcJ / b , /y�lJ Zo�Sd $ 0 14 SHORES YILLAGE ��S MIAMI BUILDING DEPARTMENT 305- 795 -2204 Build ng Inspection Request Date Il Type Insp'n T`Q K ,EPc ° ' Permit No. P 03 333 Name � ¶(\C4 Address Z5 S NE- Company 5c l h vutt Phone # -- 1S 7 I ( I Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ qsY a0c o�c� tS 2 :11 � MIAMI SHORES VILLAGE t BUILDING DEPARTMENT 305- 795 -2204 Buildi g Inspection Request Date G 7 Qc Type Insp' n -e. Permit No. P Name Address i 2:55 I AE q Compan scnsh (rly . /'1 Phone # `A ,S 72S P ` 7 ) Inspection Date 7 I I Approved ❑ Collection Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 G� Building Inspection Request g P 9 Date `G Type Insp'n / Permit No. 8 ? 0 G Name J� 3£ < 41 cA9 1 ?C-� Address 10- r(J q s Company Phone # 30 - 7S —OO 'SC) Inspection Date Approved Re- Insp'n Fee 3/7' BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building ����"Q Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) <�-'e L a i i ((a.. Cit 1 Owner's Address / Z Tenant/Lessee Name Phone # Job Address (where the work is being done) / 2/ 5-C - it L� q — City Miami Shores Village County Miami-Dade Zip 33 1 3 8 Is Building Historically Designated YES NO i.- Contractor's Company Name T1r: ' Contractor's Address S 6666 City 1 1/(1 �" �l State Qualifier C� (1 � ' I C State Certificate or Registration No. ' CE O 1 - 1 7-7, Ce rr of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition Describe Work: -,L, 00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * es * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ 2;7 CCF $ ' - CO /CC Notary $ • ff Training/Education Fee $ d . c Technology Fee $ . Scanning $ ('--) . CEO Radon $ Zoning Bond $ Code Enforcement $ State Total Fee NOV IS~ (Continued oqLoppRA,I P _ z, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: Y (3 ( 051795.2204 Fax: 756.8972 �r Structural Plan Review. $ Permit No. :s - l 4q0 1 Master Permit No. Phone # 3o ..r - 1-v6- Zip 3 5 SR Zip �j� - L " G Square Footage Of Work: 600 s r rrAlteration New ❑ Repair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec • w ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n. be • •i: ived and a reinspection fee will be charged. Signature wner or Agent The foregoing instrum nt was acknowledged before me this J day of � - , 20 O Yv E `' ge ?f P I1'Pr who is personally know to me or who has produced As identification and who did take an oath. NOTARY PUBLI Sign: Print: My Comm issi n Expires: APPLICATION APPROVED BY: chc 05/13/03 1,4 Signatur ] ( 77 ---) 4 Contractor The foregoing instrument was acknowledged before me this 4TH day of OT eVbC 0f. 7by tit &U wh 's personally kno, me or who has produced as identification and whet did take an oath. NOTARY PUBLI Sign: Print: My Commission Expires: ******* * * * * * * * * * * * * * * *! * * * * * ** * ***#t #t**** (***************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * *** * * ,, * ** ..*.******.***.***************** * * * * * * * * * * * *. * * * * * * * * * * ** * * * * ** * * #, * *s ** s *s * ** ssss * * * * * * * *r * *ss * * *s* MAURIGO PADIUA Cavan/ 00011117110 EipYN4/102000 Somali tlw (000)W@6• Florida Nowa : 0s M Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /10/2005 Applicant: ORESTES Owner: PADILLA JOB ADDRESS: 1255 NE 93 Contractor Local Phone: 305/244 - 7501 Parcel # 1132050270090 Signed: (INSPECTOR) dinng PADILLA ORESTES ST Legal Description: 5 53 42 BAY LURE Signed: (Contractor or Builder) BY: Permit Status: APPROVED Permit Expiration: 4/12/2006 Construction Value: $2,400.00 Work: FLAT ROOF rgn_cia Permit Number: o P2O 5 X1400 ADVANCED CONSTRUCTION SERVICE GROIIftll tor's Address: 5910 SW 93 PLACE Page 1 of 1 PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: FEE2005 -13628 FEE2005 -13629 FEE2005 -13630 FEE2005 -13631 FEE2005 -13632 FEE2005 -13633 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $1.80 $5.00 $0.60 $6.90 $6.00 $295.30 Total Fees: $295.30 Total Receipts: $0.00 10 PAID 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. SECTION R4402.13 HIGH VELOCITY' HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. V Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed., open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. v Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is r oved. 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 buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections 402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow t..ugh the interior of the structure ass . ee building itself). The existing amou • • tic ventilation shall not be reduced. ay be beneficial to consider additional v' tins ,,s ch can result in extending the service life . e roof. Owner /Ag is Signature Date !/ tract. Signature Date �t� .Miami Shores Village RECEPV Building Department ■ X 0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Al: • , „ p c ` c Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. gl 2 —/ g2Y BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 0 re 4e5 1 0; ) (is) Ck Phone # Owner's Address 2 City M /RMI S \nVeS e%,. / /State Fe Zip Tenant/Lessee Name 1 Job Address (where the work is being done) ,12 SS d t t 93 � A Phone # City Miami Shores Villa= County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name 2 O Yr► rl 4 07 n vC t Qt. 4 `Co ► yt G Phone # Contractor's Address R, 3 g 5 A) (1 /s2 +fig If a City /4N\ /R )-c Ns Qualifier 9m A /ntinued on opposite side) Architect/Engineer's Name (if applicable) t .p $ Value of Work For this Permit Type of Work: liAddition ❑Alteration Describe Work: /tint/ 4' 0 ' 1 Ai State �L Zip goo . Master Permit No. 2 66 `; 1333 lioae * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Submittal Fee $ .5) W Permit Fee $ CCF $ Notary $ 0 Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ bode Enforcement $ Structural Plan Review. $ tal Fee Now Due $ 3os g20 70' `x/ J Iy�I I J Squ Footage Of Work: 2 / SZ SO I/ :New ❑ Repair/Replace ❑ Demolition f/ -/ $a 4v )11P Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ccurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap : ed and a reinspection fee will be charged Signature er or Agent The foregoing instrumen was acknowledged before me this day of Ari., ,- , 20 0?, by who is personally known to me or who has produced As identification and who did take an oath. NOTAR Sign: My Commission E * * * * * * * * * * * * * ** Chc 10/14/03 APPLICATION APPROVED BY: LOREN BECKELHEIMER MY + MMISSION t # *A DD * 2 * 4 * 6421 IWnded thtougf Advantage Not( iy Signature rtificate of Competency Holder) Contractor The foregoing instrument was acknowledged before me this if day of ,✓ - , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: My Commission *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** n LOREN BECKELHEIMER MY COMMISSION #DD246421 Sot fed through AdVantage Notary State Certificate or Registration No. C GC • ,S"'j a Z C Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning HIGH- VELOCITY HURRICANE ZONES • b Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. S ection A (General Information) Master Permit No. OS" 440 Process No. c Contractor's Name G.J/tiCt 60)%1"/E C.? C716 "7 Job Address 5y, ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) C S 4 2_ ( Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections nd -v-I clear! identify dimensions of elevated pressure zones and location of p ••• ••; • • • • • •: ••• • • •• ••• • • • • • • •• • • •• • • • • • • • • • • ••• • • • • • • • •• • • 4.* • •• • • ••• • • • • • • • • • • • • ••• • • • • . • • • • ••• • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA ") System Manufacturer: Oaf /1440a214 2'4 L 6 3 0 <FT NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1 ` 144 2 Pmax2: — * Pmax3 1 Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: yri. Slope: insulation Base Layer: Top insulation Layer: Sir ''P /4tj woe 1) tO Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener/Bonding Material] 1■! Base Insulation Size and Thickness: t 1 I Base Insulation Fastener /Bonding Material: iv / Top Insulation Size and Thickness: N'/i Top Insulation Fastener/Bonding Material: fultk Base Sheet(s) & No. of Ply(s): (//A-1( ; Ply Sheet(s) & No. of Ply(s): i J Ply Sheet Fa /-ner/Bo 14r Top Ply: ,L a.,. • l = =( Top Ply Fastener/ Bonding Material: Surfacing: A� FLORIDA BUILDING CODE — RESIDENTIAL HIGH- VELOCITY HURRICANE ZONES Section C (Low Slope Application) Fastener Spacing for Anchor /Base Sheet Attachment Field: ' " oc @ Lap, # Rows 2 loc Perimeter: ppC " oc @ Lap, # Rows4@ " oc Corner (d' oc @ Lap, # Rows "4 @ 4'" oc Number of Fasteners Per insulation Board Field OA- PerimeterA' _ Corner Ai 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. Parapet Heiaht Mean Roof Height • • • . • • • • • • • • • • • • • ••. • • ••• ••• • • •• S i • • : • : • •• ••• ••• • • • • .•• • • • • •• • • • • • • • • ••. • . • • v' P •• . • • • • • • • • • • • • •• • • • ••• • • . • • • • • • • • ••• • • • • •• • • • • ••• • • • :' 44.21 ' CORE111 Mfg R Op�6 SY5tFM5 (�R1 • .. � �` and m emos* board are offset 6 'Dodd; joints the the " pmt of The loaf syaie n. it mast be .. _ adhered "i S of %MWS Ply 4 or '�1: 4" may to 'Cr 1•,'"4.• 1 __ib Oast greet' be . i waw ic* or csicwo 1 dodo and as a recover over existing roof 'i% be fftt3med as a corer brood over 'EV[Rf YARD' ? � nor ROOMS alas mat �� far Type Gl aspbslt gins ' 'sass . �lifi AS p 4 or'�6MWS ph 6} is the Class A. 8 or C roof 'r Most be awned with a Type or t S ta+�e asphalt glass rod bas -•..' (. Pe and reelable to be s; i nor goodie il�Tydphe�_ ,�1U w base ibeet (''6A1GLA S 5 ease �- i & l for 63, "GURUS Straismaint a sue) * SA S Ply 67 as nee base ply in the B urg WOO pb or loom sheet •say be sold wopped.•ipet mopped or ,iecal{y findkata+A L •.- .v ''t dapped or me:fiudolb - // yL W ool) / do v /A5. / me6 e woe f woad d tiro Cr mad The use of n; .sae hoard n i ironed between e. %�;A in board lye m of ) is a si n 01 G.15;32 — Calls std for ta board ;� emg Qaa A. a or C dews. . Iodm hr~ ZA MOW? W? : reed Isotherm M' and •6ArT�MP opasibat ray be sobseltsted ha any sso :yanuw t te bsolaon is any of the 6�oi� be staliz'9 With any of the ioUo ling 'Asphalt Felt a wRh Ha Roofing Asplod - be used in are of the following 00 *re rrdaw Stage Sheet way rterec - _ Ar a and G _.. - %rtuna" asphalt. for are with saga& and gimp. or muddied ldttmmea enhmes. A C-13/3Z Oasts Ina= 3 more laws gruide. wood fiber- Om urethane, �P pe . r unthaws cotepm3te. wood ° connosite. pbeio& any Oddness. • - i U or ante bons Type 61'TGAltIAS Ply 4 or 'CAMAS Ply r GraveL bola Petite. 2 r! DEC f32 One or KM e woad libet yak (Opm1�7 - �,e phenolic pate/ ._ t�doiesa p. Sheet Three or more Type 61 'CAMAS Ply 4' or "6AFGLAS Ply . -Cap. One lays Type G3 ' GAF6lAS Mineral Surfaced Cap 'Sher. - blsandiao (OplIod): • One or more layers psdte, wood fib% Set, lsoeyanarate, methane, Dedltefirargannak compoule, _ r urethane waposiln, wood f ber/tyanmate eoarPasttr- Pmt. 2 in. 61 '6ARAAS Ply 4' or •CAFW.AS Ply �► 'tine or owe layers Type abad ROOF ammo RATEBUtS ( ) Roonsts l M 133 Ply Sheet Any Ut. Classified gravel mat NC One o f Type Q'6AtRlA► a75 Base Sheer. 7 n or 01015 laye riType G1 PSAARAS Ply'- or CAMAS Ply Cip Sheet One layer of Type C.-3 'CAMAS Mural Surfaced Cap Sheer- - 0 -1 C-15/3Z Indhic Z lesotatiorc One or a nnposi e. pinwale. Lo in. rota (cdfset from plywood jobsts 6 ia. BIM Sherb siemboac One or or � d off Tomb' (saustatir or gratude3. ituberaid T f (grauesle). eta bgaohl Mod (smooth gramme) or ..LLup�h 56ec . Surfaord Cap . hot mopped Dade 415132 9: One or owe layeas pail's, wood noes Wrocyourrate. urethane perifte/lsocianosaht composite. mmesite, wood fiberflfflocrunteste composite ,title Tans or were tayea et IYPe - al orb Ms' ). I ensid Ked (sue or 9 yet t+m�a CARUS r „r sexy bee onid lodserubl y y Ca ''� ue' Surfaced Cap Sl' hoc unwed- Class S lodtn� 3-• �/ sect (O or s u layers of - Rueaoid Taadf (smooth ox eoouael. „ y e mus is �refermined Z kr Or. o slag ara sollaift a nesh y Inted soma sr Cs ya>� ", ....� eamsi ats (Optional): One er mace layer eampraioc;►j is theiolharke Class A. a ot f - ' system Aimed orelhatsor athmdasfte. wtiod-fibellsocyratrausbe composite. • era _ Ply Sbeeh Two a more byes of Type Cl 'TAWS Ply it= " CAMAS India= 3 a (Option:Qs Doe or more kayos p Cap Sbeeb Type ©"SAFE AS funeral Surfaced cap Sbeet-. � • Rase Shemb Tr r morel layers ' 61' � a gormla) " hemjd Morr (mantb er gmeueles or ) cap Sheet Arid' teat mopped. • Class C 1. Dede 6-15/32 Incenm.1/7. wooa= • fiber, meth wood L isoganmate corms V lag Inselartlon (OptionaW One or mom byes peer. thickness. • methane mrnpos Pty Sheet Three or more layers of Type 61 %ARRAS Ply 4 or'6AFGEAS • Roofing Mane 20 ilw/ 4. GOAL TAR MI SITTERS � � e01 ROOFDt6 COAL lAR L. (optional) One or mac P ew glass . urethane �1 tlai e Sheet . • unta_fompos • • • . l'GIAS P� Sb*et T mopped mass •�y r or'6A Q'.hotmoppe' � • 5O> M®1/Carl ROS'AItC4 t • Vass A Indite g fiber Dede gtes - �a su . .'� / • �r{ti Dolor ern Ph >r► blairoretro • � 11 • ilir. • • . �__✓ at - I • • • • . • •• • • ; • • • • •. • • • • • • • • • • • • • • • ... •. •• • • . ; • • •. ••• s .. • MI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAP Conventional Built•Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed hi advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02.0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO-DADS FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 16103 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 • • NOA No: 03- 0501.05 • • EhreaDon Wei 11/04/08 e• • • Appraval Qatt:10 /03 . • ••• ' • : : •Fa,ge'1of21 • .• • • • • • • ••• • • • • • • • o • ••• • • • • • • • •,• • • • • • • • ••• •• • • • • • • ••• • • • • :•• • • • ••• •• •• • • • • •t • • • • • • • • Deck Type 1: Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 Ultima 'm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldT' Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Flex Ply' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 paf, See General Limitation 07) GAFGLAS® Ply 40, GAFGLAS Flex Myna 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with D ill Tec (GAFITTB) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psi, See General limitation #7) GAFGLAS Flex P1ynd 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAVITTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 Al See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFITTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered is two rows 9" in the field. (Maximum Design Pressure —60 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with • Drill -Tec (GAFI'TTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressor a —75 psj, See General Limitation Pf) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 Ibsisq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. • • • • •• : • • • .: • • • • • O•• • • • • . • ..• • • • • •• • • ; • • 4. ;.• : :•. • • • • • ... • tjOA No: 03- 0501.05 • imitation PIe:41/%10 8 • • • ..: APl�atDtte: is 3103 • .: Argo186 „ pi • • • • • • • : ••• • • ; ; • • • • • • • • 0o. Surfacing: Maronnma Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAP Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal/sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 400lbssq. & 300 lbssq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF Weather Cote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 • • • ,„ rt atioo Dap; 11/04/08 • • ; ApirpbarD�tte 1042303 ••' •.: • • ; 16819021 •• • • • . • • • • • •• •• • • • ' • • • • • . • • • � •• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • ••• • •i • S• •• • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W' Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 • • piiatioa Wet 11/04/18 • rivt Iptee19l23/03 • •• ••s • • t ,. • OT21 •• • • • • • • • • •s • •• • • • • • • •• • • •• • • • • • • • • • ••• •• • • • • • ••• I • • • • • • • •i• :• • • • • • t • • • •I• :• •• k SECTION 1524 HIGH VELOCITY HURRICANE ZONECONSIDERATIONS REQUIRED WNERS NOTIFICATION FOR ROOFING 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 ex t ,aired. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion pe rmance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship pro isions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re . • r d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bail g 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 uni (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 vie d from below. The owner may wish to maintain the architectural appearance, therefore, roofmg nail pene . • lions of the underside of the decking may not be acceptable. The Florida Building Code provides the o . tion of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may can a water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis ' ss 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 req erloaded from a build up of water. Perimeter /edge wa rflow scuppers (wall outlets) are not provided. It rdance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the s - rii r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduc d. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne s/Agent's Signature Date c scillm l Secdagielrecepaccap.rocy tntrruct PlEctCc.StractlIEStocanArrnsmcnor4 mum.' so that the roof is not block this discharge if overflow scuppers in Miami Shores Village Building Department Permit No. • Job Name BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 7952204 Fax: (305) 756.8972 • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQ D RS 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 Zon) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion pe rmance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship pro isions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renai ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B}iij s s g Code. (The roof deck is usually concealed prior to removing the existing roof system). `l 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pene tions of the underside of the decking may not be acceptable. The Florida Building Code provides the o . tion of maintaining this appearance. y 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis . ss 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. 4 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o ` erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if o rflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac rdance with the Florida Building Code, Plumbing. 1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the uteri % r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduc d. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne s/Agent's Signature �l / Date a 3 CADoeaeeote sad SetWOelunnes.Lo°l SenlagATeogATemporaq Wend Nes Cw'e+61LSUKLBATITSLCHON 2324121-' i High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. 12063 Contractor's Name: I ovv Cit C i c- ... Section A (General Information) Process No. I Roof Category Low Slope ❑ Mechanically Fastened Tile D Asphaltic Shingles ❑ Metal PaneUShingies ID Prescriptive BUR -RAS 150 Other.1 Are there Gas Vent Stacks located on the roof? ❑ Yes IK No Roof System Infor Low slope roof area (ft.') Steep Sloped area Section B (Roof Plan Page Job Address: 112,c5 Aft 9 3 Y Roof Type 1 rJ N Roof ❑ Re - Roofing El Recovering ❑ Repair Mortar /Adhesive Set Tile Wood Shingles/Shakes ri Maintenance If yes, what type? ❑ Natural ❑ LPGX Total (ft.') I 2 . / Z Page 1 of 1 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. Perimeter Width (a'): I Corner Size (a' x a'): I I TJ!!U4d01 1 let A 1991 OA i ii Mlita m■uti�li�iWIMIIMUl\\■■■■d■■ MIll&'■pAI LCi ■NT171! ■ ■■1 ■■ 1 iumws■I■ /sew■rs■ min■c, umr ±■niwamEm ■ minutimaingemrammarairanononnzumem niiiiui:ii C r I High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer. NOA No: Pmax3: NOA System: Joist Spacing: I Other Deck Type: I Slope:I Anchor/Base Sheet & No. of Ply(s): • ';Insulation Base Layer /Size & Thickness: Insulation Top Layer /Size & Thickness: Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: I Pmax 2: I I Maximum Design Pressure, From the Specific 15/8" Plywood Deck type: ' These decks require a fastener pull test by an approved test labratory Anchor/Base Sheet Fastener/Bonding Material: I Base Insulation Fastener/Bonding Material: Top Insulation Fastener/Bonding Material: I Wood Nailer: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): I Ply Sheet Fastener /Bonding Material: I Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight: Coping Metal: Top Ply: Top Ply Fastening /Bonding Material: Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 1 /4 " R.S. Nails I 1. Field: I I" o/c @ laps &I I rows @ I I " o/c 2. Perimeter. r " o/c @ laps & r rows @ I � " o/c 3. Comers: n " o/c @ laps & l rows @ "o/c Alternate Fasteners: NUMBER OF FASTENERS PER INSULATION BOARD Field: Page 3 12 " face 26ga. 1>:1 IGalvinized Metal I Perimeter. I 1N /A Corner. I Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 7 Roof Mean Height 1/y Ridge Ventilation: I R/ /� Method of Tile Attachment Altemate Tile Attachment Method: ( 7 Clip Spacing for Metal Roof Panels Field: I Perimeters: Perimeter Vlfidth: [ Section D (Steep Sloped Roof System) Comers:1 Sloped System Description Page 4 Deck Type: Alternate Deck Type: 15/8" Plywood id Underlayment type: I3Y4 "kin J 77.0 Insulation/Fire Barrier Board: [ 4r /r Optional Nailable Substrate: 19C Astm Roof Covering Attachment Method: bkleh e)r P /A1 9" I as t erters 9 I /Al R ings itlk Cap Sheet Type /Adhesive Type: astvl Ps It -t;p Roof Coveting: Drip Edge Size & Gauge:1 face 26 ga. j! Drip Edge Material Type: Hook Strip /Cleat ga. or weight: IGalvinized Metal El Drip Edge Fastener Type: zr G491 1/ Page 1 of 1 Roof System Manufacturer: Li • II - , MBA Notice of Acceptance Number :I Qa - f L i i Q Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:I 4K P2:Ern 3: a Maximum Design Wind Pressures, (From the PCA Specific system): /18n7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 7 Roof Mean Height 1/y Ridge Ventilation: I R/ /� Method of Tile Attachment Altemate Tile Attachment Method: ( 7 Clip Spacing for Metal Roof Panels Field: I Perimeters: Perimeter Vlfidth: [ Section D (Steep Sloped Roof System) Comers:1 Sloped System Description Page 4 Deck Type: Alternate Deck Type: 15/8" Plywood id Underlayment type: I3Y4 "kin J 77.0 Insulation/Fire Barrier Board: [ 4r /r Optional Nailable Substrate: 19C Astm Roof Covering Attachment Method: bkleh e)r P /A1 9" I as t erters 9 I /Al R ings itlk Cap Sheet Type /Adhesive Type: astvl Ps It -t;p Roof Coveting: Drip Edge Size & Gauge:1 face 26 ga. j! Drip Edge Material Type: Hook Strip /Cleat ga. or weight: IGalvinized Metal El Drip Edge Fastener Type: zr G491 1/ Page 1 of 1 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: Method 1 "Moment Based Tile Calculations Per RAS 127" 145 I95 x A l 2 I - Mg: = MrI: xAI I -Mg: 22221 =Mr1• x A l 24" I - Mg: 222�i� = Mrl: Page 5 14, 16•o 1 6 , 0 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: Mr Required Moment Resistance* NOA Mf: NOA Mf: NOA Mf: *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. NOA Mf: Frn Page 1 of 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: Gi CC5-• - 0 I 0521 - QI NOA No.: _Design Wind Pressures, From RAS 128 or Calculations: Pmax1 X4/2 Pmax2:' " O 24 Pmax3: -" _� Max. Design Pressure, From the Specific NOA System: — 52. Deck: Type: 3 /6 Slope: A Anchor /Base Sheet & No. of Ply(s):CaS C1►45S EN ASE Anc or /Base Sheet Fastener /(3onding Material: I SN/W1 nl A t u i Sig - a S Insulation Base Layer: Section C (Low Sloped Roof System) N /A Base Insulation Size and Thickness: Al /A Base Insulation Fastener /Bonding Material: N/A Top Insulation Layer: Top Insulation Size and Thickness: N/A', Top Insulation Fastener /Bonding Material: 1 /� Base Sheet(s) & No. of Ply(s): IA Base Sheet Fastener /Bonding Material: IQ GLASS Pl Sheet(s) & No. ofPly( s): C Ply Sheet ding Fastener /Bo � at er �� . /ash As Top Ply: GAs A SkN. T VV Top Ply Fastener/ Bonding Materiria 1)/(P&."-1 , t � Surfacing: N fA Fastener Spacing for Anchor /Base Sheet Attachment Field: 2_" oc @ Lap, # Rows Z @ / • oc Perimeter: " oc @Lap, # Rows4 @ 6 " oc Corner: "" - " oc @ Lap, # Rows 6 © t " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. f a," - 11 FT. Parapet Heiaht Mean Roof Height Roof System Manufacturer: CAS Cozp Notice of Acceptance Number. 03 . 02./9, J4. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Pmax2: Pmax3: WA Maximum Design Pressure N /A the NOA Specific System): (From Roof Slope: 3 : 1 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Deck Type: Insulation: Ridge Ventilation? WA Sloped System Description SiF ype Underlayment: Fire Barrier: Mean Roof Height: 13 A N/A Fastener Type & Spacing: Adhesive Type:I ype Cap Sheet: 1 101:id. alitawk:t tA9_ oof Covering: (NOV 1414. aNEZEir:x Type & Size Drip dge: I ��Z L l p CAI 26' i',41 .►, c 'SNHANu.. NAl l i 41'oc Aldk • ( 1/ C WV /11)0 A) /N5.1 X51 /6E 1 • . OF C OG MATS ( ) ?' ipMS (TGFU)-- Continued • ". :gl' � SYSTEMS are offset 6 ui. with the joints in the '',V.1. '' R 'part of the roof system, it must be placed below the l. r t>es 'D of 'GAFGLAS Ply 4' or 'PLY: 4' may be adhered to p di I « . it asphalt. l Rate Shed* may be mechanically attached or nonconsbustilde dedks and as a recover over existing roof iii,.. - $.,, , rr prenStation utilized as a cover board over'EVERGLLIRD y lfti' - "' • t the follornn9 systu- M0 ' ' a.7 FEU" SYSTEMS WIill NOT ROOFING ASPHALT i ;,i.<P� I1A11 s heet GAFGUIS 175 Base Sheet' or "GAFGLAS "'ill glass met base �l alternate for Type G1 asphalt glass r' ".. L et; - Sheer) is a AS flu Ply 6') in the Class A. B or . c roof iS-'� l- way b covered with a Type G2 asphalt glass mat base dell Stratavent -Ply) perforated" or - GAFGLAS Stratavent perforated to be awpped and nailable to be ywT�,�af Fable ante down• a • �ha glass swat base be ('GAFGIAS 375 Base i t GAKL Type � - Premium —B_r_ Street' or "GAFGLAS Stsatnent (Vent-Ply) trcribble.dects") may be subsetuted for Gt asphalt glass fiber pty. sheet ',ORA, rly 4' or "GARAAS Pty 6 as the nariled ply in tile following tato. l oser base sheet wary be solid seopprid.•imot mopped or mechanically j o therwise incficated, allinsubtions may be hot Mopped or mectonically flOW WAS ilash/t< or .1toberoid way be used for fleshing in any of the Gass II ert systems listed beige. ,ahor Apatite is referenced, this inchides - GAFF-Yie rERMALITFr o r an y :nailed stone or sbg ma Slilrabit al=naces fOr gravel in any of the Class A. -es not rolvsety ethic die rating. The see ,of 1., ks. ado gypsum board is - rbe ose of polystrene isnifaSoa board between trio 3/4 in. rrntite board rbla alternate for isocyanuratz board in the folbwing Gass A, il or C =0.vah"PerizatMolf clay V with any of the following 'Asphalt F ;VGA% Ze0 Premium Base Meet may be used in any of the following r j ' oti9lt• for core .mith organic and glass felts rerbranes. Class A Dbda C Indioc 3 Insulatioir (Optional): One or more layers petite, wood fiber, glass fiber, isoCyantnate, sus: rare. pe ersso yanurate composite, pertrte/ . methane composite, wood fiber/nocyarmn-+te composite, phenolic any thickness. Type 61 GAFGLAS Pty 4' or "GAFGLAS Ply Ply Sheet Three or more layers ype @',' hot mopped. a .Dec Gravel Incline 2 Insulation (Optiod31): One or more layers peke wood fiber, glass fiber; hocyamnate, urethane. pate juocYanurate composite, perlite/ urethane composite. wood fiber/Lsocyarmrate composite, phenolic. any thickness. ss. Ply Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or 'GA LAS Ply -Cap Sheet: One layer Type G3 "GAFMLAS Mineral Surfaced Cap Sheer. Deck Nt . Incline 2 Insulation (Optional): One or more layers polite, wood fiber lass fiber, isocyanurate, methane. perlitefisocyanurate urethane os , composite, phenolic, Z in. / e. ethane composite, wood fiber/isotya nutsc Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4' or "GAFWLAS Ply n ROOF COVERING MATERIALS (iEYi) ROOFING.SYSTEMS (TGrr)-- Contfnued Ply Sheet Any UL Classified gravel mat . • -15/32 Incline: ! a Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type 62 "GAFGLAS 175 Base Sheet' (may - 6e. - nailed). "GAFGLASy 4" or GAFGLAS Ply Ply Sheet. One or more layers o Type 6'. HC of T 62 'GAFGLAS U5 Base Sheet'. IV Base Sheet One Layer of Type G `GAFGLAS Pl 4' or GAFGLAS Fly Sheet One or more layers ca F. p Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheer - Incline 2 Ins do One or more layers Penile, glass fiber, isocyamnate, urethane. pecl�/�- Ya'"'rara composite, �/ruethane composite. phenolic. 6 in.)_ t0 in. min (offset from plywood joints Gi. ). or G3_ Base Sheet One or more layers smooth or granu le. u) Membrane One or more layers of'Ruberotid (smooth or granule) ). ' Ruberoid Torch Plus (granule). 'Rubavid Mop' er • Rubenoid Mop Plus (granule). mopped -Cap Sheet "GAFGLAS Mineral Surfaced Cap hot 8. Deck C -15/32 ,1,� wood racer. glass - fibe is o (optional urethane, o�ccomposite. w fiber, isoGyanura� p mutate ooposrt4 perli urethane composite, wo od fiberrisocyanurate composite. phenolic. any Base Two or more layers of Type G2 or G3- - Ply Sheet (Optional): One or more layers or Type Gl. Membrane: One or more layers of'Ruberoid Torch` (smooth or cranute). 'Rubeaoid Torch Plus' (granule)' 'Ruberoid Hop" (smooth or granule) CO 'Ruberoid Mop Plus" (granule). • Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheer, hot o.opP- -d- - Class B compos Iodine 3-1/2. • 1 D Inr G15/32 indite, wood E"-2 Stir Insulation. nura (Optional): One or mire layers P � . t , e urethane i . urethane, wOod -fi berP ersocyar composite, •pher�goG any urete[ ite w o d-ri/isocyanurate c°r° thickness. GI'GArulAS Ply 4'.ar'G- -, .�S Ply Sheet: Two c more :ayes o� Type Ply 6• hell moored - Cap Sheet Type G3 `GAFGLAS Mineral I f ns Cap She et 2. De C -15/32 One or more layers perl rte. wood fiber, class fiber, is (Optional): mutate oomposir� fiber, n osy composite, u wood f. r/isocya urethane oomposire~ mood nba nurate composite, phone /rs«ya thidmess. Base Sheet Two or more laye Type of T 61, G2 or G3. Membrane One Or more layers of "Ruberord Torch" grar f ( smooth or or , "uberoid Torch Pod (granule), Rube Mo (smooth a'l'e "Rubervid Mop .Pius (granule). hot mopped. Cap Sheet 'GAFGLAS Mineral Surfaced Czp Suet", Class C 1. Deck !.15/32 rndine.l,/2nd fiber, 4 Insulation (Optional): One or more byes petite, . fiber, isocyanunte, uretharw perliteirsocYanle oompnsrtee any urethane composite, wood fiberfisocyanurate composite. - Ply Sheet Three or more layers of Type 61 'GAFGLAS Ply 4" or "GAFGLAS - -fly 6". Bitumen' 20 Lbs /sq. Surfadng: 'Special Roofing AL TAR FELT SYSTEMS HOT ROOFING COAL TAR L• Elect (-15/32 Iodine 1/2 • fiber, lute, =thane, p�te(l°`Yanurate p 1. One - of T •• G-3 "GAFGLAS Mineral Surfaced Ca 133 Insulation (Optional): One or more layers p� �m t wood filer glass � m o wood fiberfisocyanurate cootplult throe s composite. 4' or 'CAMAS Ply Sheet Three or with coo tar bitumen. GAFGLAS Ply Ply 6', hot mopped Surfacing: Gravel COMBINATION NAND COLD SYSTEMS Deck RC layers 2 wood fiber or glas Insulation (Optional): One or mom peril fiber, 2 in. max. Type Cl "GAFGLAS ' 4' °r'ypFGIA Ply Sheet Three or more layers Y at 1'1/ Specifications ti-B-4-1‘11/P6 and. N -B-4 GAFGLAS® Sp ..... • Specifications General detailed on pages 17 -20 shall-apply in addition ADP and specifications_ to the following gcablc. tap of Rooting Membran . w here app sheathing paper 1. d' eet 2 nc receding sheet. Hal sufficiendy to hold in place.. Sheet. es over 2. Stardng t.AS Base ate sheet 2 itches ges to Mess than 6 inches at end laps. slant each lapping Nail p tap of b C ply at Intervals not at 1 p inch intemts down cartel t ene,s shoo t t two gral h��l�east 1 inch in d or row. rise fasteners wttn tided by metal � Matte Corporation or the squani 1114 recamr11e�� (SOe "Special Instructions nstruc lO ' below.) t cnPGl As Fly shirt9k plies of 3_ St tor% k nI each 'she 19 tyre ches o tithe preceding shoot solicit,/ to kipping ta base sheet to provide three plies over the entire rod Yea- - ar+d Asphalt Requirement= _ must applied in a shall consist R1Ospc of Rootin As po � per 100 square feet ol t �p li d i s � 2" plus or minus. The appropriate a tolerance slopes Involved resist be used. On slopes up to.'h Inch per foot. Rat ASTM type II may be used except in ' Florida, ' .. Texas,- N Mew, Arizona, and �� with the 'pp btsIn So that Cap d ply �twy� page 20 so that the laps are easel from the bps . Seer _ tie mnda ons use over gypsum decks on PQ • 9. 1. See recommendations datl 8.150 tor soots Inctudec S decks. GA (Yea P y) k r Na p required for freshly Pied GAF6 AS s s w t od. Ilber decks. when Ply 4 or GAFrt.AS PLY 6 Is used as a base I *Al atag!thing Paver e Cheat 19 • renal be badClPaled • A. For roof siopeidi inch See the t a k eddge�d te �I installation on Steep mss: tome 10. ' Indies in from _L iZavilf j '.IL Chart X1 v:41- . 1-C 2Id NaticomhUSth y, �, s Mot fie. Wood planks, boards. etc. plywood or iented strand board (min.'It inch thickness). NC - poured or D al �tdvtelul • Noncombustible te. gypsum, structural wood fiber. etc. 2 Slope per loot_ Mid slope allowed. m inches pe • •'y MIA M DADS e '4( • r � ' BUILDING CODE CO c LANCE OFFICE (BCCO) p OLD ' SION 5/23/2002 9:50 PM 5/23/2002 8:49 PM 5/23/2002 8:38 FM 5/23/2002 8:2 :1 PM FROM: Fax 5/23/2002 8:16 PM FROM: Fax ANCE OA FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 TO: . 3056685161 TO: 3056685161 This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 MIAMI -DADE COUNTY, FLORIDA MEIRO -DADE FLAGLER. BUILDING 140 WEST FLAGLER STREET, SHIRE ] 603 ML4Al1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 NOTICE OF AC GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being • under the applicable rules and regulations governing the use of construction materials. d , submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas whore allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after.tho expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County)-and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to.°revoke this aec eptsnr.-, if it is determined by Miami -Dade County Product Control Division that this product oranateaal 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 Sigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been no change in the applicable building rode negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has beat a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pi oduct, for sale, advertising or spy other purposes shall automatically terminate this NOA Failure to comply with any section of this NOA shall= be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the rrgacst of the Building OfficiaL NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 Deck T Deck Ply Sheet: Cap Sheet: 5/23/2 9:50 PM 5/23/2002 8 :49! PM 5/23/2002 8:38 5/23/2 8:27 PM 5/23/2002 8 :16 PK FROM: Fax TO: 3056685161 PAGE: 018 OF 021 Wood, Non- insula t '/ n " or exec( plyw System Type E (1): All General and Syst Base sheet: Fastening Options: Base s FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FROM: fax TO: 3056685161 PAGE: 018 OF 021 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FBOlr: Fax TO: 3056685161 PAGE: 018 OF 021 cw Construction or Rcroof or wood plank decks - tally fastened. em Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEIROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -WeldTM Smooth orRUBEROID SBS Heat-Weld 25 base. sheet mechanically fastened to deck as described below, GAFGLAS® Ply 4m, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring slunk nails and tin caps at a fastener spacing of 9" o.c at the lap staggered and in two rows 12" o.c. in the field. (�l axvnum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Pty 6, GAFGLAS #75 Bike Sheet or any of above Base sheets attached to deck with Drill - Tee (GAFIITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. tely 12" o.c. in the field of the . _ , d; See General Limitation 117) Sao Sheet or any of above Base r ing shank nails and tin caps at a • • ; gated and in two rows 9" o.c. in the ee General Limitation # 7) sheets attached to deck with Plates, 12" o.c. in 4 rows. 6, GAFGLAS #75 cck with approved —52.5 p above B The other tows arc equally spa sheet.. Pii1X1nLm D GAFGLAS Flex P sheets attached to fastener Spacing of field. (Maximum Design Pressur GAFGLAS #75 Base Sheet or any Drill -Tee (GAFTITE) #12 or #14 One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. See GrnaalLimitat'o" # (Maximum Design Pressure —60 AY', Any of above Base sheets attached to dock approved annular ring shank nails and 3". inverted Drill - Tic (GAFITTE) insulation Plater Pt* fastener spacing of 9" o.c. at the 4" lap staggered in two rims 9" in the.field (Maximum Design Pressure — 60 prf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached ed 4 rows. with On (GAFITTE) 012 or 014 Screws and 3" Plates, row is in the 2" side lap. The other rows am equally spaced approximately 9" o.c. in the field of the w alLilnin #7) (Ma.xlmurn i . gn Pressure — 7S p a One or mo plies of GAFGLAS® PLY GAFGLAS® PLY 6® ply sheet, #80 Ultima, :EROID MOP Smoo . RUBEROID 20 adhered in s full wigo and at a rate of 2 a edwi mopping of approV' t , •� if app 40 lbsJsq. (Optional) One ply of GAFGL ® Mineral Surfaced Cap Sheet adhered full mopping of approved alpha applied within the EVT range and at a c of 20-40 lbsJsq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 or21 Surfacing: Maximum Design Pressure: See Fastening Above 5/23/2002 9:50 PN FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:19 PH FROM: Fax TO: 3056605161 PAGE: 019 OF 021 5/23/2002 8 :38 PN FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PACK: 019 Of 021 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 (Required if no cap sheet is used) Instill one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibcred Emulsion) with an application rate of 3 galJsq.• or GAF Premium•Fibcted Aluminum Roof Coating ( Matrix System Pro Aluminum Roof Coating Fl•cred 301) with an application rate of 1.5 gallsq. 2. Asphalt flood coat at an application rate of 60 lbsisq. * 20%; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbs sq., respectively. 3. Top Coat Sutfacc Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF Wcather otc or WcathcrCotc LOW - VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: OS/23/02 Page 19 of 21 4. • 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 021 or 021 5/23/2002 8:19 PM FROM: Fax T0: 3056685161 PAGE: 021 or 021 5/23/2001 8:38 PM FROM: Fax T0: 3056685161 PAGE: 021 or 021 5/23/2002 8:21 PM FROM: Fax TO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:16 PM FROM Fax TO: 3056685161 PAGE: Q21 OF 021 WOOD DECK SYSTl• M'LIM TATIONS 1 A slip sheet is required: with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. Z Minimum W' Dens Deck or %r Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fite classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratingssof this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied' within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sized axe acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4. 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be .applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of tho sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall bo at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Forte (F) value of 275 lbf,.as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf insulation attachment shall not bo acceptable. 6. Fastener spacing for mechanical attachment of anchov'base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted_ Said revised fastener spacing shall ut ji a the withdrawal resistance value takenfrom Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure eats of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation specifically referred within this NOA, General Limitation #9 will not be applicable.) � S . All attachment and sizing of perimeter milers, metal profile, and/or flashing termination deli shall conform with Roofing designs g Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roofpressuie zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be p ermitted for enhanced fastenin at enhanced pressure Zones (i.e. perimeters, extended camera and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21of21 1 i High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. 12063 Contractor's Name: Pov4 Co rc i n t Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft.1 Section A (General Information) Process No. L:1! Job Address: Roof Category ❑ Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Other. I JZ�S fi's 9. . Ia Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes L'J No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft.') Section B (Roof Plan I 1166 I Total (ft.') 12 J S 2 I Page 1 of 1 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. Perimeter Width (a'): I j Corner Size (a' x a'): ., Y fill r ��. I r 11! II11 1�il !ll pil��U IHI Il i A it M i ll = i ilL■ii i.�.iiii■■■.il■rm ii♦ MIRAM !i ■aT/.r7■� ur■■M\;; ITr■ /■L aiil� / 1 MOM, SINUMEMEr.MiliFIlroliiiArmilliErigiiiiminIN .:.r ��I�■■i�Ei� y��v,►� cam■. ■ ■r- s�j■�i.�■I i�:1lii1111H 1111111.21! Ji y Page ) V • / System Manufacturer. NOA No: Design Wind Pressures, From RAS 128 or Calculations: I I Pmax1: Pmax3: NOA System: Joist Spacing: Slope: High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Pmax 2: Maximum Design Pressure, From the Specific 15/8" Plywood tC�l Deck type: • These decks require a fastener pull test by an approved test labratory Other Deck Type: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: I Insulatio Base Layer /Size & Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Fastener/Bonding Material: Insulation Top Layer /Size & Thickness: Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Wood Nailer. Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight: Coping Metal: Top Ply: Top Ply Fastening /Bonding Material: Surfacing: 12 " face 26ga. iI 1Galvinized Metal (g N/A I I FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 1 /4" R.S. Nails Alternate Fasteners: 1. Field: (" o/c @ laps & I1 rows @ FI " o/c 2. Perimeter. Il " o/c @ laps & El rows @ II' o/c 3. Corners: F " o/c @ laps & [ rows © " o/c Page 3 NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter. FT Corner. I Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION - Roof Slope: 3 I °112" Roof Mean Height Ridge Ventilation:1 i'f/f/9 Method of Tile Attachment: Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: Perimeters: Perimeter Width: I Corners: Section D (Steep Sloped Roof System) Sloped System Description I Page 4 Deck Type: Alternate Deck Type: 1 5/ '/ y 6U 006 1 Underlayment type: u ► 3 Insulation/Fire Barrier Board: 1 4//i 15/8" Plywood id Optional Nailable Substrate: I�iA Faste ers: / /41n3 , N, �tr9, ' �I�� Cap Sheet Type /Adhesive Type: Roof Coveting: 190 45-tin Roof Covering Attachment Method: ) t.shjey P /Ad 9 Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12" face 26 ga. IGalvinized Metal gl Z %z x z/ e /,d G4k/ I Page 1 of 1 Roof System Manufacturer. A/ 6 A ~ _ w / Notice of Acceptance Number. I QZ - /7, it OR Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:1 / 5 P2:1 %54 IP3: WM Maximum Design Wind Pressures, (From the PCA Specific system): (f jrrg High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION - Roof Slope: 3 I °112" Roof Mean Height Ridge Ventilation:1 i'f/f/9 Method of Tile Attachment: Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: Perimeters: Perimeter Width: I Corners: Section D (Steep Sloped Roof System) Sloped System Description I Page 4 Deck Type: Alternate Deck Type: 1 5/ '/ y 6U 006 1 Underlayment type: u ► 3 Insulation/Fire Barrier Board: 1 4//i 15/8" Plywood id Optional Nailable Substrate: I�iA Faste ers: / /41n3 , N, �tr9, ' �I�� Cap Sheet Type /Adhesive Type: Roof Coveting: 190 45-tin Roof Covering Attachment Method: ) t.shjey P /Ad 9 Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12" face 26 ga. IGalvinized Metal gl Z %z x z/ e /,d G4k/ I Page 1 of 1 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 4 4 1 4 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION _ Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 145 I P1: P 2: P3:J9 xA xA xA 124 1 2 4/ I -Mg: Fr, ?OI =Mr1: - Mg: N71 ,i = Mr1 : - Mg:I222Z1 = Mr1: Page 5 I4. 1 16.0 16(0 NOA Mf: NOA Mf: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: Ia.? I NOA Mf: FTTI Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAS CGRAD NOA No.: 0 Q — QSZi .0 1 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 -4 p Pmax2: D,eC � Pmax3 .124:3 Max. Design Pressure, From the Specific NOA System: — 52.5 Deck: Type: e- P vJQ:i Gauge/Thickness: 3/6 Slope: 6. Anchor /Base Sheet & No. of Ply(s):Gt S G& SS SASE AnctiorBase Sheet Fastener /Bonding Material: s VIAWL Al Al lc #5/3 . 7 , 4 CTS Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: /JA, Top Insulation Layer: lA Top Insulation Size and Thickness: /v lA Top Insulation Fastener /Bonding Material: Aim, Base Sheet(s) & No. of Ply(s): N f Base Sheet Fastener /Bonding Material: A Q 1 21 o GQF Gua - s Ply Sheets) & No. o ly(s): Ply Sheetka ff e Top Ply: c24C A Top Ply Fastener/ Bonding Material: Surfacing: N f A Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 p " oc @ Lap, # Rows Z @ 7 .0c Perimeter: " oc @ Lap, # Rows+ @ " oc Comer: 'T.` " oc @ Lap, # Rows 6 @ 4- oc Number of Fasteners Per Insulation Board Field IJ /A Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. oc> i' !gyp 9 v\° , vg NpS JAVNF ti \'` Aix 1,,z1 PAP ^ � P FT. V yFT. A Parapet Heiaht Mean Roof Height IVA Roof System Manufacturer: CAV Cc , Notice of Acceptance Number. 03 a0 2.19.04. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Pmax2: Pmax3: WA. Maximum Design Pressure /WA, (From the NOA Specific System): Section D (Steep Sloped Roof System) Roof Slope: j : 12 Deck Type: Insulation: Ridge Ventilation? (I /A High Velocity Hurricane Zone Uniform Permit Application Form Sloped System Description SiF ype Underlayment: Mean Roof Height: 13 Fire Barrier: j /A Fastener Type & Spacing: 12'�oc'Gi+ /1 Adhesive Type: /A ype Cap Sheet: oof Covering: 1_, yAl- �w .ER.E. 3 i Type & Size Drip dge: Lc lYx iAZ. ) ,Je SN-1AN\L. Nra111 4. "40c N/A i;a ROOF COVERING MATERIALS (1EVT) SYSTEMS (TGRJ)-- Continued " 6 let. with tie rats in the r,, ti�'t b D,ye f Liyrnent board are offset jot the ,; ? , , • of the roof system, it must be placed below 'MA a s� + re,• be adhered to , GAMGLA S Ply 4 or 'Pty. 4' may •ii,� 'l , 1 asphalt. khoe "• Mailable Base Sheet'' may be Mechanically attached or r e. e{' ��� d e, and as a recover over wasting roof /4/erg:. .1 be trhTued as a cover board over "EVERGUAILD" :. any FD? SYSTEMS MITI HOi ROOFING ASPHALT t :,� <Y ursu� nut base she ( GAfGIAS VS Base Sheer or "GAFGLAS 'Base S is a suitable alternate for Type G1 asphalt glass r . 1 pxy o s AS 4 - a •AFGI Ply 6' in the Class A. B or C roof • l . fiat b covered with a Type GZ asphalt g lass mat base .. dedc t �) perforated or 'GAFGtAS Stratavent ..P rfoeated to be mopped and imitable to be - :,7WT,� yrnlabin n atrrot(1 asphalt glass want base select ('GAFGLAS 375 Base airiptior Type G2 XSO Premium Base Sheet' or - AJrGL JS Stratairent (Vent-Pty) ('fora 6le d nay be substh to in the following ' l Ply or base sheet may be Solid mopped. spot mopped or mechanically jeless ° Mena* indsrated. allinsulations. may be hot Mopped or mechanically YA _ +' f •Rubeeuid' way be used for fleshing in any of the Class C � belnm is re, this bed:Id - GAMY! 'ERMALtlE" or an y ler IL r^' or referenced, es slag are tsvtes for gravel in any of the Class A. ' ha buiildirg ur•.t3 are considered suitable to be included e doze in the J Cuss A. 3 a; - sys ens over G-15/32 or HC roa _ Of Ord any of tin iollo.r•ag c A. 3 or [systems -es not dverseiy of a the eating. The rue of 1,"' in. min gypsum boards • ;.jeptabrealterrate-fae rose aeon a••e: C-15132 dam. rye use of potyrstycene irsiLfiria board between aim 3/4 in board s,i dear with roan w (penile /rosin paper /pd* /P ) is 3 yble alternate for isacyanurate board in the fotiswing Class A. 8 or C TAMP I s r t h e r m 1A . � '[� =JhW? Isotherm Tapered Isot m RA" and 'GrT_M AP A may b s for any isoeyanura:e insulation in any of the 1 �Claaifi atiorn. • bmarbsdr'Tema FtoeP nay be ut.`uliral with any of the following "Asphalt Felt ;ARRAS • *kb Hot Roofing aAiG1A5 :LO Premiums Base gm-et may be used in any of the following 6H I- WW1)! NO . 1N5. I (iW5/-tEET s>rta� Class k B and G - .. .. reefing lot asphalt, fur use with organic and glass fetes or modified bitumen • Class A •• Dodd C-15/3Z Incline 3 bu nation (Optional): One or more layers pertit>. wood fiber glass fiber, isocyan irate. Irtetham pertitefisocyantwate composite, perlite/ urethane ao"Pbsute, wood f rber l rsoc y a an to composite phenolic, any thickness. Ply Sheet: Tire or more layers Type G1 "GAFGLAS Ply 4" or'GAFGLAS Ply @','hot mopped - 6rmt • Del C-15/32 Incite= 2 Insulation (Optional): One or More layers pulite, wood fiber, glass fiber ;socyanura4L urethane, p ibtefisoCyanUI4e composite, perlite/ urethane composite, wood fhber/isocyanurate composite, phenolic, any . thickness. May Sheet Three or more layers Type 61 "GAFGIAS Ply 4" or'GAFGLAS Ply 6e. Cap Sheet One layer Type G3 'GAFGLAS Mineral Surfaced Cap Sheet. pert • Iodine: 2 Insulation (Optional): One or more layers petite, wood fibs 9lass fibs isocyannrate, urethane, perlite� phenolic, F / E.. t+ret one composite, wood fiberfisay • . max. sly Sheet Two or more layers Type 61 "GAFGLAS Ply 4" or "CAFGLAS Ply ROOF COVERING MATERIALS (TEVI) ROOFING SYSTEMS UGRJ)- -Continued Ply Sheet: Any UL Classified gravel mat 133 •.I.I .I. • 15/32 Indine 1 • Slip Sheet (Optional): Red rosin paper, nailed to deck. be' • Base Sheet One layer of Type 62 'GAFGLAS 175 / L. Base Sheers (may n _ •r Ply Sheet c.__ re. ••c 11x1 AS•Fly ' or L.AS Ply NC of Type 62 'GAFGLAS 175 Base Sher'. Base l S heet One or more layers of Type G1 GAFGIAS Ply 4" or GAFGIAS Ply Cap Sheet One layer of Type G - 3 'GAFGIAS Mineral Surfaced Cap Sheer. 2 Indinrc Z Insutathom One or more layers petite glass fiber, isocyarnzr te, urethane. per yrurrate composite, perlite/"e composite. phenolic. 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G1. G2 or G3_ Membrane One or more layers of'Ruberoid Tort' (smooth or granule). 'Rubnoid Tonle Plus (granule). 'Ruberoid Plod (5mootih .or granule) or Rubervid Mop Plas' (granule). hot mopped_ Sheet: "GAF( IAS Mineral Surfaced Ca p c z - 8. Deck C -15/32 wood fir, glass Insulation (Optional): One or more layers Perms perlite/ fiber. isograr urethane, perlitt�cyni o a rate composite. ure composite. composite. wood fiberjisocyanurate composite. pheno b C. any, Base Two or more layers of Type G2 or 63. Ply Sheet (Optional): One or more layers of Type Gl_ Membrane One or more layers or'Ruberoid Torch' (smooth or cranute). ' Ruben Torch Phis (granule), 'Ruberoid Mop' (smooth or granule) or ' Ruberoid Mop lulus' (granule) h o : • Cap Sheet 'GAFGLAS Mineral Surfaced Cap Sheer, - Class II L Deck 6-15/32 IndlnG iz .;rood Fr • _ gross Insulation. (Optional): One or mere layers pe r , , / - e[ fiber isocyanorate, urethane, perlitefhsoCYantuate co mP s urethan composite. wood 'frberpsucyanurate compost thickness. layers T_ -- r, "rt.�J RS Ply 4 "•or'G,1! ,e.5 Ply Pty ..... - - -, hw: maor� - . Cap Sheet Type G3 I AFGLAS Mineral I �� } R 2. Deck C-15/32 One or more layers penlh wood fitxt, crass Insulation (Optional): fiber, isoeyanurate, urethane. P'._rlibe/irocYa irate C it><. ' el urethane composite. wood fibet/is«Ya t idmess. of T Gl, G2 or G3. Base Sheet Two or more layers ype Membrane One or more layers of "Ruberoid Tordf ( smooth or granule). orb) or - Rubesoid Torch Pine (granule), 'R"ben°id Mop' (smoo - "Ruberoid Mop .Plus' (granule). Cap Sheet 'GAFGLAS Mineral Surfaced tap Slecr, hot mopped. Class C L Dedc C -15/32 indine.1f2 fiber, 9� Insulation (Optional): One or more layers pew fiber, isocyanurabe, urethane. perfrtflsoqanm composite' any urethane composite. wood fiber/isocyanurat�e comp :Kite. - tfrtdoess. - -- T. _ r_ r "GAFGIAS Ply 4" or'I,AFGIJIS eet Three or mom Pty SL„ - •f(Yr- COAL TAR FELT SYSTEMS MIN 110T ROOFING COAL TAR L. Dect C-15/3Z Inctiur fiber, glass (Optional): One or more layer l compose pew/ fi to coatposibP Pit airy Pry Sheet Three or more layers of Ty pe Cl "GAFGLAS Pty 4' or GAFGLAS Ply 0, hot mopped with coal tar bitumen_ Surfacing: Gravel COMBINATION RAND COLD SYSTEMS Deck NC Int:Um= 2 wed fiber or gear Insulation (Optional): One or more layers peulr fiber, 2 ill. wax. or m ore layers of T G1 "GAFG� ;� °f "GAFGIA Ply Sheet Three ., _r r...tinrf at. 1-11 - • Sorfadng: 'Special Roofing Bitumen° 20 lbs /s4. 1. One _ of T r . G-3 "GAFGIAS Mineral Surfaced Ca • ; tom decals updo6 Inches per bincrete decks which ate limited to a plywood. pOullid gypaum. Precast decks_ For lIghtWelgtg concrete GAFGLAS® Specifications N- B- 4-11/16 and. N -B-4 - M 175 -250 • Specifications General detailed on pages 17 -20 shall -apply addition Application recommendations detailed to the toll re� owln0 ons and specify 1. Application of Roofing Membrane where a pPycable Lap one ply of sheathing paper each 2 Inches over Pip �� Naa sufficiently in each at the law point of the roof. by one ply of l at end et. la Z. ping each sheet 2 inches at edges and not less 9 inches �•�agger -theft along lap of base ply at Intervals wit naps exceed s spa ced at 1 C inch intervals eac h down Usefa a to rhers with shoo two metal heads at least 1 inch in diameter m center of row square that rrecommended b GAF Materials Corporation or me deck ( Instructions^ below.) ty d Ply shingle 1 ste Is at trite low point or th-e-itial. mop over the Pre a�"'9 sheet rod 19 inches � to i the u a base rov ide three pries over me wake area. and uphall i egatiram applied in must be Shan consist n h ap d Roofing A � � per 100 s quare d % p mope asPf� 10 the roof aretwIth chap to exceed 2A �oH or minus_ The aPP� slopes Involved must be used_ On slopes up .to.%6 Inch Per foot Mat ASTM i'YPe 11 maY be used excePt in ' Florida. Tcx . New Mexico. Arizona. and California. Apply � bpAS Mineral Surfaced acaxdance the t with the is 20. so that the bps we instructions on page seeks, _ mmenda for use over gypsum decks on page ( - Ply) for 1 . See recommendations Base Sheets STM la, l (Vent 175 ease wired for hpoured eshly poured n 6A � decks and GA dad s . PLY 6 . and � or 6AFC►AS P 6 Is used as a base sbuctusal wood fiber decf. when when � _a sheathing . S is heet: required_ 9. m,rst be berth feted rAy roof d per let See �1'p>st on on Sleep R 00tS ` I 10. ' Inches In fiorn the _1 y7..zi Hendon �JL Chart Xey 1 -c Combustibie 2nd NoncombUSiat � inch NCI= Combust - Wood Anemia, boards. etc.. plywood ( mil s oriented strand board (min. inch itddmess)- N No ttsd mb or precast samurai concrete, bghtweigl poured insulating concrete, ° um. strut wood fiber. etc. gyps 2 Slope r loot Mwdmum slope allowed. in inches per NOTICE OF AC GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 AA I A M IOADE .C3r B PRODUCICONTR. 5/23/2002 9:50 PM FROM: Fax 5/23/2002 8:49 PK FROM: Fax 5/23/2002 8:38 PM FROM: Fax 5/23/2002 8:2,1 PM FROM: Fax 5/23/2002 8.16 PM FROM: Fax MYL . CE OFFICE (BCCO) L D CE OA TO: 3056685161 TO: 3056685161 TO: 3056685.161 TO: . 3056685161 TO: 3056685161 This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 MIAMI -DADS COUNTY. FLORIDA MEIRO-DADE FLAGLER BUILDING 140 W.L T FLAGLER SFEREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE NOA is being issued under the applicable nib= and regulations governing the use of construction materials. . , - :on submitted has reviewed by the BCCO and accepted by the Building Code and Product ►.:. to be used anti Dade County and other areas where allowed by the Authority Having The Review Jwisdiction ( This NOA shall not be valid after. .the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade Countyyand/or the AHJ (in areas other than Mimi Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the toe of such product or material within their jurisdiction BORAreserves the right to :revoke this acceptance, if it is determined by Mvmni -Dade County Product Control Division that this product or-material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Hugh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or spy other purposes shall automatically terminate this NOA Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No: 02- 040S.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 Ply Sheet: Cap Sheet: System Type E (1): 5/23/2 9:50 PM FROM: Fax •O: 3056685161 PAGE: 018 OF 021 5/23/2002 8:49! PM PAW: sax To: 3056685161 PAGE: 018 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:27 PM IRON: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:16PH FP(: Fax TO: 3056685161 PAGE: 018 OF 021 Deck T 1: Wood, Non - insulated New Co . tion or Reroof Deck Descrip "/ " or gieatcr plywood or • : d plank decks Base sheet mechanically fastened. AD General and System Limitations shall apply. Base sheet: GAFGLAS #80 Uhlman' Base Sheet, STRATAVEPTT® Eliminator Perforated Nailablc, RUBER.OID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat Weld"r Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Baas Sheet or any of above Base sheets attached to dock with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --IS psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply" 6, GAFGLAS #75 Base Sheet or any of ibvve Base sheets attached to deck with Drill -Tee (GAFII[E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" aide lap. The otlicr rows are equally spa -. • .. ". , , tely 12" o.c. in the field of the sheet (Maximum Design Pr . - i.: a —45p See General Limitation #7) GAFGLAS Flex Ply , AFGLAS B - Sheet or any of above Base sheets attached to d - with approved ring shank nails and tin caps at a fastener spacing of 9^ o. - g: _ and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 , ee General Limitation 17) GAFGLAS #75 Base Sheet or any ., hove : 'so sheets attached to dock with Drill (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in '4 rows. One row is is the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the Sold of the shed. (Maximum Desigs Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3 invested Drill -Tcc (GAFEITE) insulation plate. sera fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the.field. (Maximum Design Pressure —60 prf; See General Limitation # 7) GAFGLAS #75 Base Sheet or any of above Base sheds attached to deck with Dr ll - Tcc (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Mirxinium Desig enure —75 p , See C • • al One or more plies • GAFGLAS® PLY 4®, • GLAS® PL #80 Ultima, RUB u' : !1 „ I ' • . • th •. i : EROID 20 a mopping of approved asphalt applied within the EYf range and 40 lbsJsq. (Optional) One ply of GAF full mopping of approved alpha 20-40 lbs.sq. n #7) 6® ply sheet, in a full ta rat; of20- adhered in a and at a rate of NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above 5/23/2002 9:50 PH FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:49 PH MOH: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:38 PH FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PH FROM: Fax T0: 3056605161 PAGE: 019 OF 021 5/23/2002 8:16 P7 FROM: Fax TO: 3056685161 PAGE: 019 OF 021 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbaJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matra 305 Fibercd Emulsion) with an application rate of 3 galJsq.; or GAF Preminm•Fibctcd Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating F 301) with an application rate of 1.5 galJsq. 2_ Asphalt flood coat at an application rate of 60 lbsJaq. t 20%; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WcatherCoto or WcathcrCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 • 5/23/2002 9:50 PM 5/23/2002 8:19 PM 5/23/2001 8:38 PM FROM: Fax '1'0: 3056685161 FROM: Fax TO 3056685161 FROM: Fax TO: 3056685161 5/23/2002 8 :27 PM FROM: Fax TO: 3056685161 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 021 Or 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 WOOD DECK SYSTEM'LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/ Dens Deck. or '% Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings;of this product_ 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied' within the EVT range and at a rate of 20-40 IbsJsq., or mechanically attached using the fastening pattern of the toplayer 3. All standard panel sized are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum_ 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall bc.applicd using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 11" ribbons in three rows, one at each aidelap and one down the center of the sheet allowing a continuous aria of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation_ Asphalt application of either system shall bo at a minimum rate of 12 lb&Jaq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a hfrnimum Characteristic Force (F) value of 275 lb£, tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, arc below 275 lb£ insulation attachment shall not be acceptable 6. Fastener spacing for mechanical attachment of anchor/base shed or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdiawal resistance value takarifrom Testing Application Standards TAS 105 and calculations in compliance with Roof Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift #reasons . y ... cats of these areas. Fastener densities shall be increased for both insulation and base shed as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load rrquirements. 9. The maximum designed piresamre limitation listed shall be applicable to all ruofpressure zones (i.e. field, perimeters, and corners) Neither rational analysis, nor extrapolation shall be Permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corneas and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11104/03 Approval Date: 05/23 /02 Pare 21 of 21 September 6, 2005 To: Porto and Garcia Roofing 3550 NW 52 ST Miami, Fl 33142 Permit: N1 Date Expired: 6/24/04 Dear Sir: In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit taken by your company has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your license. Please contact the Building Department, immediately upon receipt of this letter. Sincere Cl.: dio Grande C.B.O Building Department Director ©CD PV BaHang DWI iarni r hores e uWiing a epart nt 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 Fax; (305)756 -8972 Empired Permit Notification CC: Oreste Padilla owner /agent CC: Miami -Dade County Building Code Compliance Office 1255 NE 93 ST OJ Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -110 Inspection Date: 12/06/2005 Inspector: Grande, Claudio Owner: PADILLA, ORESTES Job Address: 1255 93 ST Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Block: rmit Number: BP2005 -1490 Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050270090 Lot: Phone: 305/244 -7501 Thursday, December 8, 2005 Page 2 of 2 Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1713 Printed: 9/13/2005 Page 1 of 1 Applicant: ORESTES PADILLA Owner: PADILLA ORESTES JOB ADDRESS: 1255 NE 93 ST Contractor PORTO & GARCIA ROOFING Contractor's Address: 3550 N. W. 52 St. Local Phone: 305 - 820 -7009 Parcel # 1132050270090 Legal Description: 5 53 42 BAY LURE PB 44 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: Description Amount FEE2003 -6754 Building Fee $300.00 FEE2003 -6755 CCF $6.60 FEE2003 -6756 Scanning Fee $3.00 FEE2003 -6758 Technology Fee $7.50 FEE2003 -6763 Training and Education Fee $2.20 FEE2005 -12321 Renewal /Extension Fee $300.00 Total Fees: $619.30 Permit Status: APPROVED Permit Expiration: 6/21/2006 Construction Value: $10,800.00 Work: RE -ROOF Total Fees: $619.30 Total Receipts: $319.30 SEP 1 PAID 115( . 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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1255 NE 93 ST tel Passed 4 0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> Tuesday, December 6, 2005 nspection Number: I NSP -1103 Inspection Date: 12/06/2005 Inspector: Grande, Claudio Owner: PADILLA, ORESTES Job Address: 1255 93 Street NE Miami Shores Village, FL 33138- Contractor: PORTO & GARCIA ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2003 -1713 Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050270090 Lot: Phone: 305 -820 -7009 Page 2 of 2 f MIAMI H RES VRkG 2111/5 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Daat—tee—1 I J 10 105 Type Insp'n� I N-114 AT TLC:D Perm No. CaPC - 1 4-90 Address 12-S5 ' 493 .1" Compan \4 &L C iul STS cy Phone # C a J S31 , Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date t I �p Time T Type Insp'n I I ` C ( n (G Permit No. 3P an- 11I Name 9'61)(1(c4 Address 1 a ss Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date 1;621) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1(-ZAP —65 Time Type Insp'n 1 IN__ Permit No. zoo 3 - 11 Name get k.:Lae_ Address 17.5 5 I G 3 �7 Company ( (TO 6 Phone# 2sie _ —oU -9 For Inspector: e (7.461.(1 ,Name & Date Approved Correction Re- Insp'n Fee /U., s1t liS�2. v MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 01/ // Time 3 Time Type Insp'n T ko 10 Permit No. 12 KL C `37 - t/ 3 -i Name D Yes`ra -° ft ( -Q 0 Address r2. 5 S P l t' C ?7 5T • Company POrrb OCR i,C1(k) ROOT"- ■ Y� Phone # 50S 4g9 For Inspector: 13 p l Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request l/ Date 03 Typelnsp'n �� � � � Pr� Permit No. ) Name Address 1 S '5 /i/ 1 q3 5 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ 744 94 Nov 1 4 20 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 110 i Type Insp'n l 1 Permit No. EP03 - 1 1 3 Name D/2-_,ST PAIL --L. A Address i Compan OR_"Ti'p -42-C-1 A 12-00F71\ C Phone# C /5 - ��I Inspection Date III I 4- , c5 Approved Correction Re- Insp'n Fee i5 DK Total Fee Now Due $ • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) % O )re 54PSc )U IS Phone # Owner's Address \ City k Ph / f v f ■ , V )(WV Tenant/Lessee Name Phone # Job Address (where the work is being done) / 55 Me 93 y City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name i i'f"m £ 6,01 d ep Phone # ?a ,9 — 2 ° ° P Contractor's Address , g3 t r 411 ) 2 / City /1-4‘,, Z (CS State /_ Zip 9') 0 / ' Qualifier t), / J F4 Radon $ ktc 3 (Continued on opposite side) • Miami Shores Village (0 z4 i e\ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I r j31 InSr Permit No. 61 1 - 113 Master Permit No. Zip Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit ! 0, d CO Square Footage Of Work: 9 1 Type 1 e of Work: ['Addition ❑Alteration ['New \II Repair/Replace ❑ Demolition Describe Work: �t`� E e- ., 0 0 ri II y ).- � � � 4-0 7 1 `.E c o I or ' r 41 '--. s'la+ Pkt�s�1 COL () . s * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees* * * * * * * * * * * * * * * * * * **** * ** * *' * *s* � Submittal Fee $ ) D: Permit Fee $ SOO CCF $ 6', 60 Notary $ Training/Education Fee $ ,2 , r� O Technology Fee $ 7/ 57) ry Scanning $ ' Bond $ Code Enforcement $ Structural Plan Review. $ / ‘G'Afikil _ /....4.... Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abence of such posted notice, the inspection will not b approved and a reinspection fee will be charged. ,1 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 03, by who is personally known to me or who has produced Chc 10/14/03 As identification and who did take an oath. NOT UBLIC: Sign: Print: lox rAl- My Commission Expires: tcOM:: `t 3lON NO. EXP. APPLICATION APPROVED BY: Signature Contractor The fo going instrument was acknowledged before me this day of 1 C/ 2R , 20 0 5', by who is personally known to me or who has produced as identification and who did take an oath. .:° Ti^+ My Commissio t'S �c P'C SATE �t�'txLi1�IO�N NO.t7C'9i'� NOTARY PUBLIC: Sign: Print: . * * * * * * * **** * ** ** * ** *, * * * * * * * * ** **** * tl**0311/4 1 00 * ■.:..._• ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ., **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCT 3 0 2003 Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat69/�7) Type Insp' / i t I (7 f 03YCS3 Permit No. . - 1331 Name iCee N I flQ OU Cd D Address Ia �T Company PO r o & 1 G rC.! O ! ' nQ Phone # (3 - ) 820 too JJ Inspection Date S ) 1 q /Q5 Approved ❑ Correction ❑ Re- Insp'n Fee ❑ NOV MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / tom Type Ins n / ► i �� t uJYe YP P' C Permit No. 1 ?-- P0 ' I �7 Name �- N I (c_—, )0 Address 1'11-'73 1 1 C_ • I J� Company PC• 1 -1 Q � ( - 1( 1 1C C tak. / T i )C �o Phone # �•�-� ; �� - ' - 1C O C f �y Inspection Date S ) i `i / V 5 Approved ❑ Correction Re- Insp'n Fee WA) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 ��-�4 s 'e70 26 G��7 5, 76 2 27 5P 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 / 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 THIS R PO SUBMIT Lab Certification # 98- 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. State of FL Certificate Authorization # 4100 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 P.E. i SITE SPECIFIC INFORMATION Owner's Name: 5 4 Job Address. 1.2-50 Roofing Contr ct r: Type of Tile: A-1-- ' -FE Approximate Roof Height: (-) feet Type of Access to Roof: Scaffolds ✓ Ladder Approximate Square Footage of Roof 3, D D 0 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested I ( -DT 04 4 TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE W H THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTR • TEST. Project r Permit # o 3 - 33 0 6540 Date Installed: /4)- 2 L ' '° S Roof Pitch: " - Other NOTES: SKETCH OF ROOF JOE I2;5 c — . 5 OF SHEET NO . CONTRACTOR ' ? ° F-Tv G D'l -c / OF1 4 . CHEOCED BY SCALE 15 DATE IIIIIIIINIIMIIIIIIIIIIIEIIII EMI 111111 1111111111111111111 IMMIEN 11111111 11111 • 1ilili 1 11111 _ iiu_ IIIIIIIIIIIII M1M ■ 11111111111111111 MUM IIIIIIIIIIIIIIII MI ammiamm min= 4 • ,,�M.wau 151111151B1 KINEMEIVIERIE M a iron► 11IIPII I110:1Ir�'1i.1 /7; N WHIEW 1111/ %lILJ1 ENIEWEi �111W �,, ail r/,� �I M l - .■■iiiin `6120111 1111•1 11`MA 111E1 Min1i 11M1 = vE �vr� M11a i MUM 1111= EMI 11 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Inspections Address: 1255 93 ST NE Applicant: ORESTES L PADILLA Inspection Date: 11/13/2003 Inspection Number: INSP2003 - 4616 Inspection Type: Roofing Required Steps: Comments: 1.,) CAp /l Inspection Date: 12/1/2003 Inspection Number: INSP2003 -4853 Inspection Type: Roofing 7 /, Required Steps: Comments: MUST USE COLOR THRUOGH- TILE Inspection Date: (2224/2003-' Inspection Number: INSP2003 -5282 Inspection Type: Roofing Required Steps: Comments: 7T'.9 Permit Number: BP2003 - 1713 p Page 1 of 1 Printed: 9/6/2005 Inspector: Curtis Craig Status: APPROVED Passed? [I Inspector: Curtis Craig Status: Denied Passed? ❑ Inspector: Curtis Craig Status: APPROVED Passed? El Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/31/2003 Applicant: ORESTES Owner: PADILLA JOB ADDRESS: 1255 NE 93 Contractor PORTO & GARCIA ROOFING Contractor's Address: 3550 N. W. 52 St. Local Phone: 305 - 448 -4898 Parcel # 1132050270090 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1713 PADILLA ORESTES ST Legal Description: 5 53 42 BAY LURE Fees: FEE2003 -6754 FEE2003 -6755 FEE2003 -6756 FEE2003 -6758 FEE2003 -6763 Description Building Fee CCF Scanning Fee Technology Fee Training and Education Fee Total Fees: Amount $300.00 $6.60 $3.00 $7.50 $2.20 $319.30 Total Fees: $3119.30 Total Receipts: .0 2(o Permit Status: APPROVED Permit Expiration: 4/26/2004 Construction Value: $10,800.00 Work: RE - ROOF 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. Signed: (Contractor or Builder) BY: Page 1 of 1 PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT NOV 12 Pll1 21 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: C) C.; ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other. Low slope roof area (ft.') I AVA Section A (General Information) Process No. Job Address: Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles Roof Type ❑ New Ro Re Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. Section B (Roof Plan MSS AI E 9 Page 2 Total (ft. Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes G Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): i Illicit0 _��i1U1111_1 111111111M11 U OMN r� 11w illM11I1 I [ 11 A VIN1 11111i ■1.....►...■i■r,AiR-_;irm■■li � ■■.■■u■.l uu m =NO ■m■■■■■i■■■■Iir, r Li ti: MIDGE ■■►1/s41>r■■r0.4to : alTam mai • moimmommoom ; !iiHiIIIIHI-I 11hJilIIIIll ....■ ■.._., _, P ....4........,....• il 1 II I bill i p 1 AI ■MMEN •. .. ail -- -- ri mailimaelIVA ■E.Pi97N■MACHIM►7i ■•111111■. ■.111M■••.r= _■■■■..■..titil.t ■Iv.M ifl.l� HhIHHhi 1 13 Roof System Manufacturer: . 40/01L L & I1 E Notice of Acceptance Number: CZ -12_11 -0 U Minimum Design Wind Pmax1: —' Pressures, If Applicable (From RAS 127 or Calculations): Pmax2:" 95 i Pmax3: - /5- / Maximum Design Pressure (From the NOA Specific System): I go / f High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof Slope: : 12 Deck Type: Ridge Ventilation? Mean Roof Height: \ 4 Sloped System Description ype Underlayment: Insulation: Fire Barrier: an &s N /A N/A Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: Typo & Size Drip dge: YzX2Yz. ElD G-AV/ Where to Obtain Information Description Symbol Where to find Design I'ressure I' I or I'2 or I'3 It AS 127 I able 1 or by an engineering analysis prepared by I'li based on ASCII 7 t`lcnn heel I lcight I I • Joh Site hoot Slope 0 Job Site Aerodynamic Multiplier ). NUA Restoring Moment due to (irnvity NI, N U A Attachment Resistance Mr NM Required Ntoment Resistance M, • Calculated Alioimun► Attachment Resistance I•' Nt)A Required Uplill •tesistnnce I:, Calculated Average "Tile Weight W NUA Tile Uimcnsions I- length NuA tv- width All calculations must he submitted to the Ullcial at the time or permit application. M Required Moment Resistance' Moan Roof Height -` Root Slopo 4. 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 . 3:12 28.7 31.3 33.4 35.2 38.1 4 :12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26'2 • 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 •High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Slethod 1 or 2. Compared the values for M with the values front M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment 13asetl "file Calcul'ltions Per RAS 127" 1' .c x a 24 _ . - M1;: - f\'1 . g (VOA Mr I ' ID ' 7 ( _ ) (6 ` ' (I',: _r x 7� .24 - Mg: - Nl,, NOA l �► . (I',: Ixx .24 =22,4M - Mg: r.O -Mr, (6, NOr \I\'1r (Method 2 "Simplified "Tile Calculation Per Table Below" Required Moment of Resistance From Table Below 23. 7 NO.\ NI /1 "Must be used in conjunction with n list of moment based tile systems endorsed by the 13rownrd County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each • arca of the roof, then the tile attachment method is acceptable. . Method 3 "Uplift Based Tile Calculations Per RAS 127" x I: x w: _ ) - W: x cos 0.' = F NOA I' x I: x w: - )- NV: x cos 0. = F NOA F' (P x I: = x w: ) - W: x cos 0: = Frs: NOA F' MIAM MADE . BUt - ' i ANCE'OFFICE (BCCO) ODUCT CONTROL SION NOTICE OF ACCIEPT \ ANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street oca Raton, FL 33431 IVLI ILI \I \I II ILI " ISVVI 11LL , .11-J 11U 11C L,'I2Jl MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 Sco This NO 's being issued und= the.applicable tules•and•regulations governing the use of construction materials. The documen submittes been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules a • ppeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This.NOA shall not be. valid after the expiration date stated below. The Miami -Dade County Product Conn Division (In Miami Dade County) and/or the AHJ (in arcas.other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforrn•in • the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product .or material .fails to meet thc requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami -Dade County Product Control Approved ", unless. otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no • .change in.the applicablc.hgi)ding code negativelyaffecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the prod or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autornatically•terminatc this NOA. Failure to comply - • with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded. by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. • If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 • r • eiz/ Gam % GtJF�J 1 . 11 :04 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile, Atlantis Shake and Slate Tile 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies, The Center for Applied Engineering, Inc. . The Center for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. I ' ItL l I tKKHIVCMIY r uur I 1 LC .7 - 1000000101 Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure.values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Dimensions 1= 15" w ='10 ) 4" 1 ' /," thick 1= varies w = varies varying thickness Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25-7094-8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" 1-Icadlap. Nails, Direct Dcck, Ncw Construction) Static Uplift Testing PA 102 (4'; Flcadlap, Nails, Ba ttcns) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, • Rccover/Rcroof) • Date Dec. 1991 March, 1994 May 1994 • Oct. 1994 Oct._ 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 011'09/03 I IV. 11L VVVL 11:4 I'1tU 1 I tKKHNtHN KUUI 11 Lt - .Sbnbbdo 1 b 1 Test Azency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inca Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25 -7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109-1 5201114 520191 -1 Calculations Calculations Calculations • Calculations Calculations Calculations Calculations Calculations Test Name /ltepnrt Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1- Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 103 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -S 25 -7804-4 & 5 25- 7848 -6 2 -7t83 Aerodynamic Multipliers Two Patty Adhesive Sct System • Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 199.1 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 IYU.11G LYC)UJ Table 1: Average Weight (W) and Dimensions (I x w ) . tile Profile Weight -W (lbf) Length -I (ft) Width-w (ft) Monier Lifetile Mantis Shake & Slate Tile 8.5 1.25 - 0.865 Table 3: Restoring ` oments due to•Gravity - 1 • Tile Profile 3 ":12" " :12" 5 ":12" 6 " :12" 7 " ;12" or . reater Monier Lifetile Mantis Shake & Slate Tile Direct Deck Di ct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - l It' Tile Profile _ X ( )' Dirlect Deck Appl cation Monier Lifetile Atlantis Shake & e Ie 0.24 • bL /eb /e a. 11 :04 I•ICL1 ICKKHNCHN r uu !ILL y J1%000001 • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4,1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 IYU. LiL vCJ Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile • . 2 -10d Ring Shank Nails • 30.9 • 38.1 • 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth•or Screw Shank Nail (Eave Clip) 19.0 19.0 - 22,1 2 -10d Smooth or Screw Shank Nails (Field CIS) 35.5 35.5 34.8 '. 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 • 31.9 32.2 2 -10d Ring Shank Nails' 50.3 j 65.5 1 48.3 Installation with'a. tile headlap and Easterners are located a min. of 2W from head of tile. ' Table 5: Attachment Resistance Expressed as a Moment Mf (ft • for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' . 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pal foram Product. Inc. Average weight per patty 8 grams. _ - - -- Table 5A: Attachment Resistance for Single Pa Expressed as a Moment - M, (ft Adhesive Set Systems Tile Profile • Til- - pplication Monier Lifetile Atlantis Shake & Slate Tile Minimum Attachment - esistan e Monier Lifetile Atlantis Shake & Slate Tile Poi • roTM 118.9' . Pro PP.,"- 4 Large paddy placement of 45 grams of PolyPro TM. • 5 • Medium paddy placement of 24 grams of PolyPro TM. • • Table 58: Attachment Resistance Expressed as a Moment - M f (ft - Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 be/•ej/ eca.} 11:p4 r ICL 1 I CKKMIYCM`I muur t L LC - 7 JYJJ000::J 1 O 1 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 n ___ r - r l El2/25 /a1d0.5 11 :i4 f9tU1ItKKHNtHN KUUr I!Lt y J100bbu01b1 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. mo \` ~~ \ �� PROFILE DRAWINGS • WATERLOtX END OF THIS ACCEPTANCE /e" MONIER LIFETILE ATLANTIS S11 AKE & SLATE CONCRETE ROOF TILE NOA No.: 02 -121 1.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 • ilU...c VtJUU SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 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 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 exp , fined. V 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon•) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion pe •rmance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renai ed in accordance o deck e is current ually concealed prior to r (High emoving Velocity roof system). Hurricane Zones) of the Florida Buil• i g Code. (The roof �J . 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni . (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. ‘O• 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pen trations 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 cau 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 I ' ed that rainwater flow off so that the roof is not ►, . over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ove ow 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 inte or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be red ed. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner Agent's Signature �b /Z-7/ 6 Date cwo..or.0 m s.m.oAa.aum+lod s.d°'i^T`gorT`°'°°"7 vo.Ace.RW.EswK.eAvm4crnon 152411/.4ft 04/21/03 MON 11:54 FAX 954 578 1042 MI A M 4 APPROVED: 06 /14/2001 11.1045000 Ilpc.200011ternpl osModcc acceptance cover page-dot Internet mail uddres< : _ POLYFOAM PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoarn Products, Inc - 2400 Spring Stucbncr Road Spring ,TX 83 -1132 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE I9.AGLER BUILDING 1.11) WEST FL.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -I56) (305) 375 -2901 FAX (305) 375 -2908 c:ONTRACEOR LICENSING SF:CIIoN (305) 375 -2527 FAX (305) 375 -2558 The eXpens ' uch testing will be incurred by the manufacturer. ACgEPTANCE NO.: 01- 053,1.02 EXPIRES: 05/1 0 0 Your application for Notice of Acceptance (NO of: Two domponcnt Polyurcthenc Foam Adhesive under 6hapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Constru Lion, and completely described herein, has been recommended for acceptance by the Miami -Dade County wilding Code Compliance Office (BCCO) under the conditions specified herein. i This IyOA 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 pr or material immediately_ BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material faits. to meet the requirements of the South Florida Building Code. CONTRACTOR ENFORCEAIENr DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCI' CONTROL DIVISION (305)375 -2902 FAX (305) 372 -6339 Raul "Rodriguc-r- Chief Product Control Division • • THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PROD[JCT REVIEW COMMITTEE This application for Product Approval has viewed 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1Q 002 04/21/03 NON 11:54 FAX 954 578 1042 Polyfoam Products, Inc. 2. PRODUCT-DESCRIPTION Mnnuftctured by Applicant Dimensions Polypro® AH160 J N/A ROOFING ASSEMBLY APPROVAL C_ tteeL Roofing Sub -C o : Roo Tile Adhesive Materials; Polyurethane Foampro® RTF1000 N/A ProPack ®30 & 100 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 ASTM D 1621 Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D2127 ASTM E 96 ASTM D 2126 POLYFOAM PRODUCTS, INC. • ' (. ACCEPTANCE No.: 01- 0521.02 Approval Date: June 14, 2001 Expiration Date: May 10, 2006 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfuam Products, Inc. as. • described in Section 2 of this Notice of Acceptance. For the locations.where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low; and high profile roof tiles system using Polypro® Ali 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Tc t Product Specifications Description PA 101 Two component polyurethane Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted RoofTile Assembly having a current NOA which list uplift resistance values with the use of Polypro Alt f60 roof tildadhcsivc. Resul 1.6 lbsift.' . I8 PS1'0arallel to risc 12 PSI:Perpendicular to rise 28• PSI • Parallel to rise 0.08 Lbs./Ft • 3.1 Pcrin / Inch +0.07% Vol Change n -400 F.. 2 weeks +6.0% Volume Chan c (rr) Humidity, 2%ycok;s Frank 7_uloaga, RRC Product Control Examiner IJ 003 04/21/03 MON 11:55 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. . � i Polyfoam Products, Inc. ACCEPTANCE No. : 01 0521.02 Note: The physical properties listed above are presented us typical average values as determined by accepted AS - 1'M test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3 .1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A1-I160 shall solely be used :with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. . 3 . 4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3 .5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliapce with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF 1 000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed, permanently to sunli 3 Frank Zuloaga, RRC Product Control Examiner V1004 04/21/03 MON 11:55 FAX 954 578 1042 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been:dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. TileProfil Flat. Low, High Profiles High Profile (2.Piece Darrel) Flat, Low, Hi It Profiles Single Paddy Weight Min. (grans) 35 17/side on cap and 34 /pan 24 N/A N/A Table 1: Adhesive Placement For Each Generic Tile Profile e Placement Detail Flat, Low, High Profiles #3 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 POLYFOAM PRODUCTS, INC. Prank Zuloaga, RRC Product Control Examiner 005 ' 04/21/03 MON 11:55 FAX 954 578 1042 Polvfoam Products, Tnc. POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 01-0521.02 ADFtESIVE PLACEMEINT DETAIL 1 SINGLE PATTY I) PIKe enough adheelve to ochleve 17 to 2 $5 1*°" 1 2"'s 6 With Iethee In contact with the pan dpo etaep pitch **Id" II Turn coven spells aeym. Pea adhesive 112 le To 1 h fr om ouuile edge of cow We. � 4 111°. 0‘ ' Then mull the lie. Underlaying,* Unde a Remo . bV pmdee o the •eve tome cover ilk 'Aka b ra tina tense d PM fiat. Enwn IM end of Pan and now Ma ire Mk at Nee link Ea,v de ne lureho.ml Weephale fuel, Be Nal Oro* plu anent Ophonel Peidvp tanner lengloadthh le • edges ol lge Shea thing 5 Frank Zu1oagn, RRC Product Control Examiner 14 006 '04/21/03 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. Poi foam Products inc. ADHESIVE PLACEMENT DETAIL 2 S I NC LE PATTY ACCEPTANCE N ; 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner 04/21/03 MON 11:56 FAX 954 578 1042 Pol foam Products roc. 7 POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 0101 -p 521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PA r Prank Zuloaga K Product Control Examiner Nan through plastic cement Single paddy j r 3 In. undor tile Single paddy on undea layment Single paddy on top of tile Nail through plastic cement Undedayment 4 Single paddy on lop of the Fare Course Eave Closure 2 in. r 71n. medium site paddy save course only Fascia Single paddy undo► tile Single paddy belwe. 2 she paddy course onh F Weep Eave clot Drip edg 04/21/03 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. pv Poi foam Products Inc. A CCEPTANCE.No. : 01 -002 I. Renewal of this Acccptancc (approval) shall be contidcred after a renewal a �licati and the original submitted documents, including test supportin data, en e on has been file older than eight (X) years. b engineering documcn�s, are no • 2, Any and all approved products shall be state, and the followin ► �� Permanently labeled with the manufacturer's name, city, specifically stated in the sp c tic conditions f this anccy Product Control Approval ". or as 3. Renewals of Acceptance will not be considered if a- There; has been a change in the South Florida Building product and the product is not in compliance with the code changes the evaluation of this b. The product is no longer the same product (identical) as the one originally y roved. c. If the 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 Y P re p s gned 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 automatically be cause for termination of this Acceptance, unless written process l has been requested (through the filing, of a revision. application withpopnatc fee) a pand granted ted by this o• Any of the following shall also .bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising other purposes, or any b. The Notice of Aceeptance'numbcr preceded by the words Miami-Dade on , and followed by the expiration date may be displayed in advertising literature. If any portion of the - Acceptance is displayed, then it shall be done in its entirety. Notice of 7. A cope of this Acceptance as well as approved I drawin be provided to the user by the manufacturer or its disc ibut s lall available for inspect shall nspection at the job site at all time. The engineer need not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination Acceptance, and removal of 9. This Notice of Acceptance consists of pages I through 8, END OF THIS ACCEPTANCE Prank luloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -2145 Printed: 12 /12/2002 Applicant: JOSE & MILENA OVIEDO Owner: OVIEDO JOSE & MILENA JOB ADDRESS: 1255 NE 93 ST Contractor RENEGADE ROOFING INC J Local Phone: 305 - 231 - 7111 Parcel # 1132050270090 Building Permit Contractor's Address: 2280 W 77 ST Legal Description: 5 53 42 BAY LURE Page 1 of 1 i;16AME SCORES V LLAG( hl .T[10E Owner is Responsible for Maintenance of All VillagrSiletaaltis as per Village of Miami Shores Code of Oirdiigloces, Iricimling Driveways, C213 MI By Covret t Construction Activities. PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: Description Amount FEE2002 -7120 Building Permit Application Fee $60.00 FEE2002 -7121 CCF $1.20 FEE2002 -7122 Builder's Bond $300.00 $361.20 Total Fees: Total Fees: $361.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: Work: L F ' REMOVE & REPLACE FLAT ROO' by his agents, servants or employees. Signed: � // 6/10/2003 Construction Value: $2,000.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 .INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: �2�� (Contractor or Builder) BY: BUILDING ELECTRICAL PLUMBING HOOFING MIAMI SHORES VILLAGE. FLORIDA ❑ DATE )9° PERMIT N? 6160 Owner of Building Architect :, ontractor or Builder 1 Legal Lot Description Bl Address of wilding d �l Work to be performed under this Permit le 41 • Subdi- vision Value of Project $ / / ,4 195 Contractor's i701 License No. >-‹ c 7 ` , Amount of )' J ` 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 irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any lime 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 - jranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knovfiedge of the ordinances and regulations ▪ ertaining to the work covered hereby whether shown on the plans or drawings cr in the stat ments or specifications e d that he assumes responsibility for work lone by his agents, servants or employees. .' i i + s `'. Signed. ° ' B = '', INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereun• =r in compliance with all ordinances and regulations : ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted, o the proper authorities of Miami Shores Village. In ac- opting this permit I assume responsibility for all work done by either, myself, my agent, servant or ployee. CONTRACTOR OR BUILDER BY AUTHORITY 8 3 New Building To be constructed of Estimated Total cost of improvements $ A LUCATOON FO Kind of foundation 850,00 ss. Disapproved Dat (Signed) But ding Inspcc MI Mill SH BUILDING INSPECTION DEPARTMENT NOTE: A charge of $1.00 will be made for the Planning Board. A re fee of 31.00 will be charged materials and /or workmanship. law Chairman \lernber Member ...... — - - - _._....._ Council Approved Date ES LLA E UBL. ONG P NNING BOARD DATE E MOT Application it 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..._ July 6th ,19T1_ Owner's Name and Address . Mrs. M. A. Stump_ _. No 125, gtm 1V E._ 9 rd St. Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Co., Inc. 573 N. W. 71st St. Miami Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 125.E N, 'ee.: - .._..�_ State work to done and purpose of building (by floors) Tear off gravel section mop 2 -15;f# felts with hot asphalt & cover with pea gravel & 4 tin cap 1.50# felt hot asphalt, and for no other purpose. Remodeling Addition Repairs No. of Stories Roof Covering 5 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 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 the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontra , on work .» - performed under this pennit, as are licensed by Miami Shores Village. Remarks 9S.QS.®. (Signed) STATE OF FLORIDA, COUNTY OF DADE. 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. /52 - C - `7 Permit No.__.-_ —_ Date ® Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member - - - -_ — _ -_ -_ -_ Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is mode necessary by improper notice for inspection oa faulty MIAMI SHORES VII LA 3r. BUILDING INSPECTION DEP_ARTIV T Application is hereby made for the approval of the detailed statement of the plans and specifications '.erewith submitteir for the building or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami "cores 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. whet her herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name Mary Ann Stump APPLICATION FOR BUILDIN ° ..f PERMIT Registered Architect andror Engineer Name and address of licensed contractor Obenour Roofing Co. 1255- _N-0 Ems. 93rd __Street __Nu _.. Location and legal descripti r o tLtr b�built on: �p ^J,� �� p " slit Lot /_. - - --�� Block:- . - -, y- Subdivision dAT Street. and Number where work is to be done _. 1255- .N -°E ..3-r d State work to be done and purpose of building thy floors), state exterior colors (submit samples)__ Reroof entire residence and install new white tile and gravel • roofing reroof New Building_ Addition Repairs of Stories - . _- _ 1— X 30 9 1 -90 wood tile & gravel T o he constructed o _ _ - _ Kind of foundation. Roof (. ..ring _.. _. _ Estimated Total cost of improvements s 8 9 732.00 under this permit. as are licensed by Miami Shores Village. Remarks _ _ (Signed), Disapproved ___-- _— .— �� -_.�� Date (Signed! Chairman Member _ Member Council Approved _ Building Inspector PLANNING BOARD 7357 N.W. Miami Ct° Miami 33150 39 5 q _ and tie no other purpose Amount of Permit S 39.00 Plan Cubage Zone cuhrge required .. . Distance to next nearest. building _ Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ Size of Building Lot_ _ . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 wil post or cause ' e posted for Inspection on the site of the work such public notice or notices as are required by the Act. The undersigned q employ only suci, subcont act ., on work to be performed / STATE OF FLORIDA COUNTY OF I)ADE. } ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared James D. Obenour and who. being by me first duly sworn, upon oath deposes and says that he is the Contractor Member Member .__. Member Date Disapproved _ Date . July - 30, 19__ L987 . St. reel_ /1 S US v-7 ©'9r / ubscribetj befo _ to me well known. of the above described construction. that he has carefully read the foregoing application, and thayFte� did sign the saute, and that g!I facts thgrein In' him stated are trim A7 7 - /�v/ /k Permit No - �_L�G�._� - -- -- - -- ---. Date 7 Notary Public. State of Florida My Commission Expired NOTARY PUBLIC STATE OF FLORIDA COM RS - SIOWEXPIRES FEB. 18. 1989 DATE Date NOTE: A charge of $25.00 will be made. for making corrections or changes to this application after approval has been obtained front the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials andhor workmanship. Disapproved 0.) (Signed) 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. Owner's Name and Address... GI1b.e_ 't Stump__- 203.1__.NW112._.Te.i'1' No Street Registered Architect and /or Engineer Name and address of licensed contractor ._. .I!_'i_e.a 1-- .RoOi'in&..f.nd..ShCC. t __.Me_t „ t _1_._ ;WO.Zxkg.___.I.p ?_C 6 261 N.E. 73 Street Estimated Total cost of improvements $ 962.o.00 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 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 - contractor ..e a loyed 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 - w ork such public notice or notices as are required by the Act. The undersigned agrees to employ only sue subcontractors, on work •'.e perf d under this permit, as are licensed by Miami Shores Village. Remarks Location and legal description of lot to be built on: Lot 7 . =.g Block .1 Subdivision._..._ Bf17 Lure Street and Number where work is to be done 1255 __N_a 9.3 _Street State work to be done and purpose of building (by floors) 1- 30# t c 1- 90# rno p oe g..lv.o- natal.._ built_ =up - _gravel _._on- _flat - ,se -at i-o-n and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering WO od 5.oOQ Date Date , 19 57 (Signed) l /{ - STATE OF FLORIDA, COUNTY OF DADE. J 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 ' arre true. Permit No / -/ 1 Date 6(6, ® Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector/ My Commission Expires PL NING 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. C J. Calvin Jureit & Associates Civil Engineering and Inspecting 8410 BIRD ROAD, MIAMI 55, FLORIDA STRUCTURAL • SOIL MECHANICS & FOUNDATIONS • TESTING CONSULTANT • ENGINEERING INSPECTIONS Report of Controlled Compacted Fill East 50' of Lot 3 BLOCK and West 25' of Lot 4 Block 1 Date: November 11, 1957. of Bay Lure Subdivision, Miami Shores, Florida, has been inspected on a full time basis by this Engineer and /or his duly qualified inspectors during construction of compacted fill embankments by Jack Schillinger. This Engineer attests to the adequacy of the compacted fill embankments I for supporting single -story residential footings. Inspection covered the following operations: Scarifying Filling Compacting Footing trenches for proper location on compacted fill cc: Jack Schillinger Miami Shores Building Department LOT Respectfully submitted, J. CALVIN JUREIT & ASSOCIATES ivin Jureit, P. E. MEMBER: N S P E • F E S A S C E • A C I • A W S • A I T C