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RC-07-2328575 NE 97 Street Miami Shores, FL 33138- 1132060180020 Block: Lot: MARIA MILIAN 1 MARIA MILIAN 575 NE 97 Street MIAMI SHORES FL 33138 -2459 1 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 06.00 $2.75 $120.35 Parcel Number Contractor(s) Phone A SUPER GARAGE DOORS, INC 305/252 -1772 CeII Phone Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: GARAGE DOOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Total $ 0.0 $ 0.0 Payment Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy 07 Expiration: 05 /17/2008 Amt Paid 1 Amt Due Phone $ 0.00 r ° JAN 3 2008 MIAMI SHOR VILLAGE Applicant Available Inspections : November 20, 2007 Date CeII Valuation: Total Sq Feet $ 2,000.00 112 1 Inspection Type: Final I Tuesday, November 20, 2007 1 INSTALLATION OF NEW GARAGE DOOR. 0 4 I Inspector Comments cc Passed / Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until 14" :,•<AtleM iJ rt, Inspection Date: 02/11/2008 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: A SUPER GARAGE DOORS, INC Building Department Comments Friday, February 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Permit Type: Residential Construction Inspection Type: Final u m...ell Work Classification: Garage Door Phone Number Block: Parcel Number 1132060180020 Lot: Phone: 305/252-1772 Page 1 of 2 t \ \A 's'2J LA lip ft+ BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Title Own - 's : ddress City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractors Company Name / — , 67-4 Gof ea Aocx Phone # 3 0 f 6,2$ -./7 Contractor's Address 6 r,' f 4s 9 -'I S' City 9 Le 1 State F Zip ( 0 Qualifier Name 7 f fr 2 401 ,4 e /el Q`' Phone # 3 Dr 36 fi 7 State Certificate or Registration No. Certificate of Competency No. X5 as Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: Submittal Fee $ Permit Fee $ ` / 0 Notary $ Training/Education Fee $ ® i t° Scanning $ C. O Radon $ Bond $ C Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVED NOV � 1 6 2007 BY: �1 Alt s latioft �' ianot 4/ L , „cc.➢.mal1nia is alt. JJJ.ifdd.. • o Master Permit No. Plumbing Mechanical Roofing S'ls 111E 97 S� County Miami -Dade Zip Phone # hM, are / Linear Footage Of Work: Permit No.11 l 722 R$ Double Fee $ Repair/R;eplace Total Fee Now Due $ Zoning $ 3 a-0 1 ILt ❑ Demolition At k fr7 ° ,t) F Ao 04 * * * * * * * ** ***, ** ** * * * * ** * * ** * * * * * * * * ** * * * ** ** CCF $- CO /CC Technology Fee $ Z.75 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 fa' 'h that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s bject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins , which 1 ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Signature inspection will s #ppro a re'nspection fee will be charged. f� g ii" Sigma � - O � or Agent ®-- f The kn d e foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /Joie., , 2007, by 114 4 4- E/�4 1/ J, day of , 20 , by ('ov1'QS l IZ w h o is personally k n o to me or w h o has produced C. Th /e._ who is personally known to me or who has produced 14 45 identification and who did take an oath. kdi as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) i : •:, RILE 4 %is MY COMMISSION # DD 61 _, . 4 . EXPIRES: October 31,20 °e k* Md * 1 9 1 P NOTARY PUBLIC: 1�7 NO'DkitYPUBUCSTATEOF Cieurosion ' c fires: dif c a -era? * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores g Department P Product Approval Schedule / Comparison Chart Ath: 7 - Cie )7s Permit No. 6 7--- Z 4 2g- Opening D Description ofWindow P Prodnct Acceptance P Product A.pproval O Opening Design Rough Opening S Shutter Required M Mullion Required I Impact ID o or Door or Mulilon N Numbcr D Design Pressnre P Prssure Size Y Yes / No Y Yes / No Y Yes / No ...! , . ‘,.. 1 1 9 4 9 . ......". . ....--- -Ala 6 -(e) is s 2 .--P 6 2-• bill ,.,...1,:s=r _ _ Iliclaicr l e , • i M Mia r rammmiler I _ _ IIIMEN L 4 4.1711aV1611.raaig NI limmw m mw . .... LO'.. DEPT r to — — ' .. o op '11// 1 r . ...E OM M M. r , .AAmur F FEDERAL 1111.11.111111111.111111111111.11.11.1111111 q 1 . - 11911 - - 11* - = . • - - •wl a '1 1 1:6 2 007 BY: )) M MIDZE Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAIVII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 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 Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (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 Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product,1 material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami- Dade County Product Control Division that this product orniateal fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Garage Door 16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door", dated 02/15/95 with last revision on 12/13/06, sheets 1, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed by S. Hamilton, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 or MDCPCA", 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 thiwoduct. TERMINATION of this NOA will occur after the expiration claib pr 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 NO Mae' to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement the that only coils with yield strength of 37200 psi or more shall be used to make door panel for Dalle tialercefis Notice of Acceptance ADVERTISEMENT: The NOA number precedlidiby.tfldliVoidiVll4thilTade 'County, Florida, and followed by the expiration date may be displayed in advertising literature. Willi fiattRi#4.1116 displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall Bb by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Buildilig Official. , This NOA renews NOA # 05-1212.02 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Can Font Pg'.' / 7 • tin f th NCA i NOA No 06-0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 Page 1 Clopay Building Products Co. A. DRAWINGS NOTICE OF 1 Pt i 'PitilIDENCE PAGE ittitM 1. Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 1b1300, dated 02/15/95, with last revision on 12/1306, sheets 1 through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS 1. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure testper PA 203 on "Clopay 16' -2" x 8' 24 ga. steel garage door Model 94", prepared by Hurricane Engineering & Testing Inc, report No ATLNC 1102.01 -05, dated, 0:1.1 /22/05, signed and sealed by D.W. Johnson, PE. 2. Test report of uniform static air pressure' test Per PA 202of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2 "x 8' 24 ga. steel garage door Model 94", prepared by Hurricane Engineering & Testing, Inc report No ATLNC 0118.01 -06, dated 03/07/06, signed and sealed by D. W. Johnson, PE. 3. Test report of salt spray test per A , ,t 117-On �"3in by 5 in deep drawn steel panel" c t lit' �t i t��.l F } ' • prepared by Twin City,,, : 1 , s 4 th 'report No. 30160 -04- 63365, dated 01/26/05, signed and sea � :l rd °p„ 4 ., ) , 4. Test report of Tensile Test,perASTM E,8,,, No. 7KM -1086, prepared by Q.C. Metallurgical Inc, dated 11/22/05; sinned and sealed by F. Grate, PE. C. CALCULATIONS 1. Calculations prepared by S. Hamilton, PE, pages 1 & 2 signed and sealed by M. W. Westerfield PE on 05/25/06. D. STATEMENTS. 1. Code compliance letter issueifby`Scottlfamilton PE, dated 05/19/06, signed and sealed by S. Hamilton PE. : pai o,l 2. No financial interest letter issued `b `Scbittatnilton P, dated 05/19/06, signed and sealed by S. Hamilton PE. E. QUALITY ASSURANCE. 1. Building Code Compliance Office. E- Can t'.oF. ont,PE. Senior Product Control Division NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 HORIZONTAL TRACK SUPPORT BY 000R INSTALLER (TO SUIT). HORIZONTAL ANGLE ATTACHED TO FLAG BRACKET WITH (1) 3/8" X 3/4" CARRIAGE 8011. / t ND IE: DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION L 13 GA. IV,LM. STEEL FLAG BRACKET. / /.HORIZONTAL TRACK ATTACHED TO VERTICAL TRACK ' WITH (2) 1/4" x 3/4" BOLTS AND NUTS. / 76 "(7'6 "0 & 8'0"H OARS TALK) / 9_ / SI 2 SALK. STEEL TRACK / TRACK THICKNESS: 50'0.083 ". / 38" / 1" DOOR OVERLAP (EACH SIDE) A 4 A2 -1/2" MIN. 2x6 5YP WOOD JAMB. SEE JAMB PREPARATION NOTE" ON SHEET THREE. 2- 1/2'x12 G0. GALV. STEEL TRACK.' BRACKETS FASTENED TO WOOD JAMB WITH 5/16 "x1 -5/8' LAG SCREWS NOT TO EXCEED 14" 0.C. MIN. OF (9) LAG SCREWS REQUIRED. / & 2" GALV. STEEL TRACK FASTENED TO 12 GA. CALM. STEEL TRACK BRACKETS. TRACK • ATTACHED TO EACH BRACKET WITH TWO 1/4" DIA. RNETS. TYP. 2- 1/2'x12 CA CAW. STEEL TRACK BRAC 24" (6 TRACK 8RKT5 PER SIDE FOR DOORS UP TO-7, &" HIGH). (7 TRACK BRI05 PER SR1E FOR DOORS 7'3" TO 8'0' HIGH). • 10" 3 -1/2 "A JAMB CONFIGURATION: DOORS UP TO 8'0 HIGH STANDARD HEIGHT MODELS 48, 84A, 94. 98, 4RST, 4F • / CC CLQ'�l: STOP MOULDING BY DOOR INSTALLER (TO SUIT). / 16 GA GALV. 1 -PC DOUBLE STEEL END STILE (0R ALTERNATE 2 -PC CONFIGURATION, SEE SHEET ONE),® A 20 GA. GALV. STEEL INTER. STILE. (1) INTER. • STILE BETWEEN EACH EMBOSS (SEE INSIDE / ELEVATION ON SHEET ONE). DOORS 16'2" WIDE / HAVE (7) INTER. STILES PER SECTION. - & ITT 18 GA. GALV. STEEL CENTER HINGE I 7/16' ID. ROUND FASTENED TO INTER. STILES W /(4) EACH / PUSH .1 814x5/8" SHEET METAL SCREWS. • 14 GA. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 814x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. • 2" 10 BALL LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE. `/ cam' t. ® DESIGN NCI F SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 A 1 -1/2" x 1 -1/2" HORIZONTAL ANGLE, SECTION VIEW OF TRACK AND HORIZONTAL ANGLE TRACK FASTENED TO ANGLE ' WITH 1/4" WETS AT 24" MAX. 0.C. SPACING / DESIGN LOADS: +46.8 P.S.F. & -52.0 P.S.F. ® Clopay Building Products Company v 0 ® / A2 —I/2" MIN. 2x6 SIT WOOD .18619. SEE JAMB PREPARATION NOTE' ON SHEET THREE. / r 1 -5/8" x 2 -3/8" MIN. x 0.080" TAPERED ANGLE SEE LAC BOLT MOUNTING AT TRACK / CONFIGURATION. 0.101' THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4 "x5/8" BOLT & / NUT AT EACH MOUNTING SLOT. TOLERANCES times. slated otherwise 3" GAIN. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 0.107 ". ANGLE THICKNESS: 0.080 ". / VERTICAL /HORIZONTAL TRACK JUNCTION. 7W0 1/4" BOLTS & NUTS FOR EACH TRACK., JAMB CONFIGURATION: DOORS 8'3 TO 12 , 07-1,1 EXTENDED HEIGHT MODELS H94, H4ST, ®8; 41 " .00 m 14.03 .000 = 14.015 .0000 = 4.007 Degrees x 141/2' CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 1513) 770 -4800 2 ADDITIONAL 60UN11NG SLOT5. SPACED AT 12" CENTERS. 12' ON CENTER / NE, Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. SCALE / 14" MAXIMUM SPACING FROM LAST MOUNTING / SLOT TO TRACK JUNCTION. NOTED 016 2/15/95 004001 8T. MWW CHECKED HY SH DOOR HEIGHT 9 , -0 " 10' -0' VERTICAL TRACK LENGTH 96" 12' -0` 10: 132` PAGE. HORIZONTAL TRACK / SUPPORT BY DOOR INSTALLER (TO SUIT) / ONE 5/16" r.:T SPACED AT THE SAME / DISTANCES 0LSI,TN£: (I E. 3 -1/2 ". 10 ". 22 ". ADOFIJOKA.s- AG_"5CBEWS LOCATED AT 16", 28", &' • 40" FROM BOTTQ1" jALSO TWO.LAG SCREWS LOCATED ABOVE / ORIZQTRAL`'IR/iCK JUNCTION. / 20F3 DRAVING NUMBER. 101300 A 2" x 2" 1 ONT ANGLE. B . / L SECTION VIEW OF TRACK • AND HORIZONTAL ANGLE. TRACK FASTENED TO ANGLE • WITH 1/4' RNET5 AT 24" MAX. O.C. SPACING. C t 7EWE9 B r / iii 4 tir �ci C:mtrel STOP MOULDING BY DOOR INSTALLER (TO SUIT). / LX'xa.1�. � 16 GA. GALV. 1 -PC DOUBLE STEEL. END STILE (0R ALTERNATE 2 -PC / 6 �F' . CONFIGURATION, SEE SHEET ONE)� es1l' 20 GA. GA STEEL INTER. STILE (1) ' �1 A IN. INTER. STILE BETWEEN EACH EMBOSS _�imi (SEE INSIDE ELEVATION ON SHEET ONE).' .,jl %T ® I�f DOORS 16'2' WIDE HAVE (7) INTER. • STILES PER SECTION. • /16" LD. ROUND 18 GA GALV. STEEL CENTER HINGE • 7 7 NUT / FASTENED TO INTER. STILES W /(4) EACH • FASTENER. 814x5/8' SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END • STILES W /(4) EACH 81485/8" SHEET METAL SCREWS / AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 1 3" DIA. 8 - 1/2' LONG STEM BALI. BEARING STEEL ROLLER. / SIZE 16 "2"W X 12'0 "H 17110 . DOUBLE CAR W8 HURRICANE PAN DOOR VIOLA MD BUILDING TYPE FASTENER TYPE • MAXIMUM ON CENTER DISTANCE STEEL WASHERS REQUIRED? BETWEEN FASTENERS C -90 BLOCK (HOLLOW OR GROUTED) 1/4' x 3" (1 -1/4' EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1/2' MIN. EDGE DISTANCE) "" 6 -1/4' , 1" 0.D. ' 3000 PSI MIN. CONCRETE 1 4" x 4" 1 -3 4" EMBED) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) • 18" • 1" O.D. • INCLUDED .aL -' 1 MIN. •'•N ' 1 2 x 4 2 -1/4 EMBED) I1W RED HEAD TRUBOLT WEDGE ANCHOR (2 MIN. EDGE DISTANCE) ' 24" • WOOD FRAME (SYP 0.55 SG) 1/2" x 4' (1 -5/8" EMBED) LAG SCREW (ASTON A307 GRADE A) (2 -1/2" MIN. EDGE 14" ' 1" D.D. - 2,000 PSI MIN. CONCRETE 3/8" x 5" (1 -3/4" EMBED) WEJ —IT SLEEVE ANCHOR (2 -1/2" MIN. EDGE DISTANCE ) ' f4 ' INCLUDED LAV ,.flvt I. IV JVI 1 V1,111 II \VVIVI \L r'111llVl 111/11-1 IvVILJ 1) ALL THE LOAD FROM THE DOOR 15 TRANSFER TO THE TRACK AND THEN FROM THE TRACK TO THE 2116 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED '10 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. / 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN TAD OF,+372.8 LB & —416 LB. PER LINEAR FOOT OF JAMB. ✓ 1 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS 7 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS / FOR STEEL, CONCRETE AND MASONRY. l MA 1/2 MA r HORIZONTAL JAMB 4 BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONC AND REINFORCED WITH 15 BAR EXTENDING INTO THE • FOOTING AND INTO 11E BEAMS. ALL BARS -SFALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN, BLDDGG31� WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD' 7ND:11!Y'ACCORDANCE WITH THE FLORIDA BUILDING CODE. • JAMB PREPARATION NOTF ,•j l._ �,�,,,- THE METHOD OF ATTACHMENT TO THE SUP IJG..STRUCTURE OF THE PRESSURE TREATED' 2x8 WOOD JAMBS SHALL BE APPROVED BY THE PRO F0NAL - OF RECORD FOR THE STRUCTURE AND 'IN V. ACCORDANCE WITH CURRENT BUILDING -CODES F,OI(THE LOADS LISTED ON TH15 DRAWING. PREPARATION OF JAMBS BY OTHERS. / • -. ALL MOUNTING OF TRACK, ANGLES , - HORIZONTAL.-TRACK - SUPPORTS. AND ALL OTHER V001 HARDWARE TO BE INSTALLED PER CI:OPAY INSTALLAT)ON : 01 TRUCTIONS SUPPLIED WITH DOOR 1 SYSTEM UNLESS OTHERWISE: NOTED , 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ' — FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. 1 an Clop ay Building Products Company TOLERANCES .00 ° 14.03 U,= 51e1e4 Otherwise .000 14.015 .0000 14.007 Degrees v 11/2' CLOPAY BUILDING PR ODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 NOTED DATE, 2/15/95 DRAWN V. MWVI GREENED 01 SH PAGE. 30F3 DESCRIPTION. DOUBLE CAR 1V8 HURRICANE PAN DOOR B ltztarseatt :.T LI MAX SIZE 16 "VI z 12'0 ° H DRAWING !DA1EN 101300 MD 4- 7/ ® D 111N FNIIINFFR / SCOTT HAMILTON, P.E. FLORIDA UCENSE NO 63286 CLOPAY DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUR BY NOT LESS THAN (3) 266 PRESSURE TREATED GRADE - 12 OR BE IER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE 12 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PS NOMINAL EXTREME FIBER STRESS IN i BENDING (F,) FOR DOORS 8'3' TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND N ACCORDANCE WITH THE FLORIDA BUILDING CODE i 1 C B 704 (NO LUAU FROM DOOR) f fl - _ ° ° FASTENER 2x6 VERTICAL JAMB O.C. i t© X. O.C. LAV ,.flvt I. IV JVI 1 V1,111 II \VVIVI \L r'111llVl 111/11-1 IvVILJ 1) ALL THE LOAD FROM THE DOOR 15 TRANSFER TO THE TRACK AND THEN FROM THE TRACK TO THE 2116 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED '10 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. / 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN TAD OF,+372.8 LB & —416 LB. PER LINEAR FOOT OF JAMB. ✓ 1 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS 7 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS / FOR STEEL, CONCRETE AND MASONRY. l MA 1/2 MA r HORIZONTAL JAMB 4 BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONC AND REINFORCED WITH 15 BAR EXTENDING INTO THE • FOOTING AND INTO 11E BEAMS. ALL BARS -SFALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN, BLDDGG31� WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD' 7ND:11!Y'ACCORDANCE WITH THE FLORIDA BUILDING CODE. • JAMB PREPARATION NOTF ,•j l._ �,�,,,- THE METHOD OF ATTACHMENT TO THE SUP IJG..STRUCTURE OF THE PRESSURE TREATED' 2x8 WOOD JAMBS SHALL BE APPROVED BY THE PRO F0NAL - OF RECORD FOR THE STRUCTURE AND 'IN V. ACCORDANCE WITH CURRENT BUILDING -CODES F,OI(THE LOADS LISTED ON TH15 DRAWING. PREPARATION OF JAMBS BY OTHERS. / • -. ALL MOUNTING OF TRACK, ANGLES , - HORIZONTAL.-TRACK - SUPPORTS. AND ALL OTHER V001 HARDWARE TO BE INSTALLED PER CI:OPAY INSTALLAT)ON : 01 TRUCTIONS SUPPLIED WITH DOOR 1 SYSTEM UNLESS OTHERWISE: NOTED , 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ' — FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. 1 an Clop ay Building Products Company TOLERANCES .00 ° 14.03 U,= 51e1e4 Otherwise .000 14.015 .0000 14.007 Degrees v 11/2' CLOPAY BUILDING PR ODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 NOTED DATE, 2/15/95 DRAWN V. MWVI GREENED 01 SH PAGE. 30F3 DESCRIPTION. DOUBLE CAR 1V8 HURRICANE PAN DOOR B ltztarseatt :.T LI MAX SIZE 16 "VI z 12'0 ° H DRAWING !DA1EN 101300 MD 4- 7/ ® D 111N FNIIINFFR / SCOTT HAMILTON, P.E. FLORIDA UCENSE NO 63286 CLOPAY DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUR BY NOT LESS THAN (3) 266 PRESSURE TREATED GRADE - 12 OR BE IER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE 12 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PS NOMINAL EXTREME FIBER STRESS IN i BENDING (F,) FOR DOORS 8'3' TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND N ACCORDANCE WITH THE FLORIDA BUILDING CODE i 1 C B 704 1109 TO 12•0 7 1 • - SECTIONS ARE EITHER 18' OR 21" HIGH / ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. / ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & B0T) • AND URETHANE ADHESIVE (ALONG CENTER). / ro-A I�iorn 1�II�IIIII�II mumno "T II I Ilr�' �ll��ll; I��I �1iI ,„ 1,10 1 ��Qi1o1�� µ; = 1� * ,,, _ * _ £ a *� w 4 A�J1�4 .WiJ'1i•1x ®�1� Aft ,V■momJ wawa 1 �I� I•I t Ytiaxwmowww 3sai to ∎t∎irQ ®ti∎t✓ A 0 ;DOCK POSITION • t.,P / VIEW / INTER. STILE OUTSIDE / HANDLE 8'x2 -i/4 PER -GA LONE C MAX. 000R WIDTH .0 16%-2" / JNSIIIF ELEVATIONS 1 F:0 • F VENTS: NOT `T20': SdF.' INCHES. "END / STILE LOCK BAR • ENGAGES IN TRACK ON / EACH SIDE / / OF DOOR. 2 -3/4'1 I ✓ 2 -1/4'� A / 814x5/8" SHEET METAL SCREWS 7 -1/2' J OUTSIDE KEYFD LOCK LOCK BAR LOCK OPTION LOCK / BAR GUIDE 4 A OPTIONAL / OUTSIDE KEYED HANDLE 2 / 3t 1/4'x3/4" SELF / TAPPING SCREWS 14 GA END HINGES 18 GA. INTERMEDIATE HINGE • N!EN 'B". / VIEW "C" 0 Q. y O SNA 7l ' .f'1 KS NE b -ON / EACH SIDE QF. DOOR. INTER. STILE 1 END STILE INSIDE HANDLE OUTSIDE KEYED I OCK SNAP LATCH LOCK OPTION / SIGN ENGINEER SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 / DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 3 A / 16 GA. GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOG SYSTEM. (2) AT OP SISIOE. (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS. • A ALTFRNATF 7 -PC FM) STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) • • 16 GA. GALVANIZED END STILES ATTACHED TO 6006 SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE, (2) BOTTOM INSIDE. (4) ALONG OUTSIDE EDGE OF 18' / SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS] AND SEPARATE 18 CA. CALK, INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED / TOG -L -LOC SYSTEM. / / 1 - END STILE CONFIGURATION (II I IIGTRATEO)• 16 GA 1 -PC DOUBLE END STILE 1 -PC END STII CONFIGURATION: (SEE ILLUSTRATION BELOW) / (2) 12 CA. GAL.4. STEEL TOP ROLLER BRACKETS (2 -1/2" x 5- 3/8"). EACH BRACKET ATTACHED W /(4) • ®1445/8" SHEET METAL SCREWS. VIEW "C" ADJUSTABLE SURE ATTACHED TO TOP BRACKET WITH (2) 1 /4'41 /2' BOLTS VIEW "B' / AND NUTS PER BRACKET. / LOCK POSITION (BOTH 9065). "1W0 POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE • LAYOUT OF EACH LOCK OPTION: BELOW. / DOORS WITH 2' TRPCX,44 (2) STACKED - LHR BRACKETS f2.-1 GA) AS / INNER BOTTOM BRACKEt AI(TACHEDWITH (2) 1/4"43/4" SELF TAW/Mo.% S / moon WITH 3" TRACE }.ISE S 3 -16 / ROLLER CARRIER (1-o-1/4-,, 12 - - • GA) AS INNER 80 GME$RAC�tET ATTACHED ' WITH (2) 1/4 "x3/4' -C IND SCREWS. • SHIP LAP JOINTS SLIDE BOLT LOCK ENGAGES INTO VERTICAL • TRACK. ONE LOCK ON EACH ' SIDE OF DOOR. INSIDE SUDF BOLT I OCK • 24 GA (0.0239' MIN. THICK) DDS STEEL (MIN. YIELD STRENGTH: 37.2 K9) EXTERIOR SKIN WITH G -40 GALVANIZING, BAKED -ON • LAAA PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT • APPUED TO BOTH SIDES OF STEEL SKIN. (AMU No. 4653). • ® CI ®pay Building Products Company 2" THICK ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE WW1 / TOLERANCES IAl2ss Stated Omen.. 113112/13/2006 '1 REVISED MIN YIELD PER M - D COMMENTS (WAS 34.6KSI) 12 GA GALV STEEE OP ROLLER BRACKET. SEE INSIDE.FLQlA4l0N FOR FASTENER44.I4.1:4,41x - / Sfi 6 `x2 - 1/4"x12 Gl •GA1,1E S E P1ATE.� ONE PER C - CHANNEL SE0 4.W E ". - • • .000 - 9000 0 Degrees o CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 4 2 14 GA GALV. ROLLER HINGE EACH HINGE / FASTENED 0 END STILES W /(4) 81445/8" SHEET METAL AND (4) 1/4 "43/4" SELF / TAPPING SCREWS. SEE VIEW 4.03 4910 3.007 41/2" SCALE DATE DRAWN BT. CHECKED 8T. SH AI TFRNATF 7 - PC F4D STILE CONFIGURATION 01 LUSTRATED) / A 16 GA ENO STILE / • 16 GA INNER DOUBLE ENO STILE 6" CHANNEL / • 'DONS NOTED ON / IjK ATTACH THE ._. 1 CA.. STEEL PLATE • vie OF THE THE ® y: T*, (4) 1/4 "x3/4" • SREWS. . 2-1/2" --� 1 - 5/8" (TAP.) VIEW "D" 6" TALL C- CHANNEL 16 GA. / GALV. STEEL • ONE 6' TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "D") C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1 /4'43 /4" SELF TAPPING SCREW. / 1 -1/4" WIDE x 16 GA GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2N0 / (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1 /4'x3 /4" SELF . TAPPING SCREWS (TWO SCREWS TO DOOR. ONE SCREW 70 C- CHANNEL). / pi„ 0/T1 Y1D 12 CA GALV. STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/21 ATTACHED WITH (2) 81445/8" SHEET METAL SCREWS. / A NOTED 2/15/95 MWW PAGE 1 OF 3 DESCRIPTION. DOUBLE CAR W8 HURRICANE PAN DOOR DRAWING 101300 SIZE 16'2"W x 12'0 "H VE14 MD c B 65 Inspection Date: 03/04/2008 Inspector. Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Monday, March 3, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 RE ROOF TILE TO TILE FLAT COLOR THRU TILE (WHITE) Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc (4/Aft qrtt Page 1 of 2 February 26, 2008 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: Dear Sirs; Basddono meets the test r test report for Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 575 Northeast 97 Street Miami Shores, Florida Information provided by client: Permit Number: RF -11 -07 -2352 Date Completion: February 20, 2008 Roofing Contractor: Roche Roofing Project Number: 08 -0344 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of file used for this project was reported to be Monier 13" Flat Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. s, we conclude thatth installation ftho r op e at ent out ha theabove - entio rotocol A �e above referenced p hed please'nd a copy of o Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 575 Northeast 97 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 08 -0344 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 575 Northeast 97 Street Miami Shores, Florida Project Number: 08 -0344 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 08 -0344 — Page 3 of 6 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 08 -0344 — Page 4 of 6 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 08 -0344 — Page 5 of 6 80 81 82 83 84 85 86 td 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 08 -0344 — Page 6 of 6 w 15 52' 100' 08 -0 APPROX, ROOF 1 5r LOCA110N5 AND DIM N510N5 INSPECTION AFFIDAVIT af7� l 6)fl?aleZ - Louzipj 'rint name and circle License Type) Permit # kt- -i1 -O7. ?35 _.. tense #: 1 or about © Co / do0 (Date & time) tcondary water barrier work at /( .VottedVellet9e t4 Vow/t 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305 - 756 -8972 www.miamishoresvillage.com (Complete Job Site Address) 3sed upon that examination I have determined the installation was done according to the Hurricane itigation Retrofit Manual (Based on 553.844 F.S) : ate of Florida )unty of Dade: le undersigned, being the first duly sworn, deposes and says that he/E. Dperty mentioned. vorn to and subscribed before me this , Public, Sate of Florida at Large oection 575 IUE 97 31 .ANDO NUNEZ v1MISSION N DD 526228 EXPIRES: March 18, 2010 blended 11rru Notary Public Underwriters 7 ox- m.cmP. -+sw DATE: / / `7 /2 , licensed as a (n)Contractor ngineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or he is the contractor for the above day of eeini4e ?Od - 7 sneral, Building, Residential, or Roofing Contractors or any individual certified undip. 468 F.S. to make such an inspection. lude photographs of each plane of the, roof with permit # and address # clearly shdfvn marked on the deck for each RE ROOF TILE TO TILE FLAT COLOR THRU TILE (WHITE) AAR 0 3 2000 >47/0 i Passed / P ector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/27/2008 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Wednesday, February 27, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Page 1 of 2 _: Permit # !t '— f l ° 07- ?k35 tense #: 1 or about / dv0 (Date & time) :condary water barrier work at :ate of Florida )unty of Dade: vorn to and subscribed before me this Public, Sate of Florida at Large Wawa S4yeed. f E4/9. Dowttogo 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com DATE: � f /00 INSPECTION INSPECTION AFFIDAVIT Da,71eJ ( n ?alez Lanza, , licensed as a ri Co n i (� ntractor � g Weer / Architect, print name and circle License Type) FS 468 Building Inspector 575 pus q7 (Complete Job Site Address) ased upon that examination I have determined the installation was done according to the Hurricane itigation Retrofit Manual (Based on 553.844 F.S) LANDO NUNEZ MISSION # DD 526228 EXPIRES: March 15, 2010 Dc viad ll iru Netary Public Underwriters le undersigned, being the first duly sworn, deposes and says that hers operty mentioned. 7 , I did personally inspect the roof deck nailing and/or day of sneral, Building, Residential, or Roofing Contractors or any individual certified and lude photographs of each plane of Tie, roof with permit # and address # clearly sh Election , l; BY: he is the contractor for the above 468 F.S. to make such an inspection. n marked on the deck for each _ -..._. - -- r ---- - - -__- __ ------ ----- RE ROOF TILE TO TILE FLAT COLOR (WHITE) THRU TILE EB 2 12,10 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 68018. cc Cancelled by Robert. 2/19/08. mid 2/20/08 3rd time the renailing affidavit is requested and its not provided . Bring affidavit to office and recall inspection for approval . Tile installation is OK to finish. CG D Failed Correction Needed Re- Inspection �� Fee \ I ($75) No Additional Inspections can be scheduled re- inspection fee is paid. IN ._. until Inspection Date: 02/20/2008 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Wednesday, February 20, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Page 1 of 2 RE ROOF TILE TO TILE FLAT COLOR THRU TILE (WHITE) FEB 14 2000 Passed , Inspector Comments CREATED AS REINSPECTION FOR INSP- 68017. Approved permit calls for90# hot mop, using GAF self adhered tile underlayment. Provide a revision of permit using the GAF self adhered instead of the 90# hot mop. Provide the renailing affidavit before recalling next inspection. 12/17/07 CG ® Z/3 ®e v9i7.�+' r' �� A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 02/13/2008 Inspector: Rodriguez, Jorge Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Tuesday, February 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Page 1 of 2 E: Permit # k , ' 1 1 - 0 7 - d - 3 5 Daniel &nzalez- Louzan , licensed as a <Contractor ngineer / Architect, 3 rint name and circle License Type) FS 468 Building Inspector tense #: 03,65009614 1 or about (Date & time) _ !condary water barrier work at 575 A) E 6 17 57- (Complete Job Site Address) ased upon that examination I have determined the installation was done according to the Hurricane itigation Retrofit Manual (Based on 553.844 F.S) ,ate of Florida )unty of Dade: /00/ d-00 LANDO NUNEZ MISSION # DD 526228 • EXPIRES: March 18, 2010 Bonded Thru Notary Public Underwriters �t. Public, Sate of Florida at Large Defratosear 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305 - 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: /02 j /g00 , I did personally inspect the roof deck nailing and /or le undersigned, being the first duly sworn, deposes and says that he / he is the contractor for the above operty mentioned. Nom to and subscribed before me this 7 day of tetin aw - ieneral, Building, Residential, or Roofing Contractors or any individual certified und¢ 468 F.S. to make such an inspection. ,Jude photographs of each plane of the roof with permit # and address # clearly silo n marked on the deck for each spection Bill To I MARIA MILIAN 575 97 Street NE MIAMI SHORES, FL 33138 -2459 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 12/17/2007 Reinspection Fee 01/22/2008 Revision Fee 01/22/2008 Scanning Fee Tuesday, January 22, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 JeNt 1 4 5313% CX_ 62-6 $ a NGE Invoice Number: RF -12 -07 -30594 Invoice Date: December 17, 2007 Permit Number: RF -11 -07 -2352 Fee Type Fixed Calculated Calculated Fee Amount $75.00 $35.00 $3.00 Total Fees Due: $113.00 4 110,14D_ \ BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 4,1-;) Phone # Owner's Address City /ZSS State f_ Tenant/Lessee Name Phone # Job Address (where the work is being done) 575 Jt/b City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ' due_ gOp kilf Contractor's Address 75 7" /Jw /IF 'e r City State Qualifier Name 1 3,,.: e.Q, 74" Value of Work For this Permit $ QwG Type of Work: DAddition Bond $ * *** * *** * * * ** Submittal Fee $ Notary $ Scanning $ b T Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Alteration DNew Radon $ Code E WPM r, VILLAGE Permit. No. 1ZF ff-07-235. Master Permit No. Zip � 3V`3 P Phone # (mss) o2P -76 63. Zip 3312 - Phone # State Certificate or Registration No. (Z2 ,!00f�c. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: R$ Ts Double Fee $ "Repair/Rece ❑ Demolition Describe Work: CCF $ CO /CC Technology Fee $ Zoning $ Total Fee Now Due $ (' See Reverse side - 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C 7 ' Owner or Agent The foregoing instrument was acknowledged before me this day , 20o, , by e.Qc o who is personally known to me or who has produced As identification and who did take an oath. APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Contractor The foregoing instrument was acknowledged before me this day oU cc.4..-- , 2008 , by - r-1 6. (.etc4.24a1 , who is personally known to me or who has produced as identification and who did take an oath. IFt ES . M rch 1B, My Commission Expires: My C n EXP_ , IP Lo`i, public Unde rft ******************* * * * * * * * * * * * * * * * * * * * * * * * * * *x�:x� * ** ** * *�x� * ** *� *** **44 *�x�xa� *�x a��x �x * * * ** *�x�x�x�x�x�x �x �x �x �x Plans Examiner Engineer Zoning High Veiock, Hurricane Zone Uniform jy** *rm. ction D Stee • Sio . ed Roof S st • . . Manufacturer: ..�►..111Ma. rod Vir4 ViSioN: -r1(E (1Na Arriei lr •• •• -- _ • 1 . 0 ENT'D BY: Q, F : 9 fur i 4P&A Minimum Design Wind Pressures, If Applicable (From RAS P2 '21 . S p 2i .55 . Maximum Design Pressure ran the NOA Specific System) 1 (g • 5° 1 - APPP,,OVFD ZONING DEPT ,LDG DEPT SU BJECT TO COMPUANC STAIE AND COU TDOCIETypap Rooftops: 3 : 12 Ridge Ventilation? Mean Roof Height: (v: cu fr A ir ,, X • 1 "Az, vArtm: oof Svstem Description I FH ALL FEDERAL 430 (6. ,ksriK - 2:2 •r , or a DAMA AQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION SCOPE: NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • 7 ' L e . 4 ►''T • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • : FLORIDA • • ' 1 1 1CIE'hth -DAbE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • •MIAMJ•A 33130 -1563 • • • • • •(3o b542961 • FAX (305) 375-2908 • • • • • • • • • • •• • •••• • • • ••• • • • •• • • • •• ••• • •• • •• • • b • • ',.•• •• •• • • • • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: GAF UnderRoofTile Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 05 -0922.07 and consists of pages 1 through 3. The submitted documentation was reviewed by Jor L. Acebo. NOA No.: 07- 0220.01 Expiration Date: 07/15/09 Approval Date: 04/19/07 Page I of 3 ROOFING ASSEMBLY APPROVAL Cateaorv: Sub- Cate!orv: Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABI LEA BX APPLICANT: • • • Test pct • Specification Description TAS 103 SBS Self- adhering reinforced membrane for use as an underlayment in sloped roof assemblies. Product UnderRoof Tile Underlayment Dimensions 39.375" x 67.75' rolls EVIDENCE SUBMITTED: Test AEencv PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Roofing 07520 Underlayment SBS Test Identifier GAF-042 -02 -01 GAF-042 -02 -02 GAF-154-02-01 • • • • • • •• • • • ••. • • •• •• • • • • •• • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • ••• ••• • Test Name/Report TAS 103 TAS 114 ASTM D 4798 ••• • • • • ••• • • • • • • • • • • • • • • • ' • • • • Date 02/16/04 03/12/04 02/06/07 Wood, non - insulated "/ or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of UnderRoof Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with UnderRoof Tile Underlayment is acceptable. Approved for Adhered Roof Tile and Mechanically Fastened Roof Tile Assemblies. NOA No.: 07 -0220.01 Expiration Date: 07 /15/09 Approval Date: 04/19/07 Page 2 of 3 LIMITATIONS: • • • • • • • •• •• • • • • ••• I . Fire classification is not part of this acceptance. • • • • • • • • • 2. This acceptance is for prepared roofing applications! Alinimuri•deek requfremehts shall be in compliance with applicable building code. UnderRoof Tile Underlayment shall be installed in strict compliance with applicable Building Code. .. . • • •• ••• •• 3. UnderRoof Tile Underlayment shall be applied to a smegth,$ljan:aid sarfacesyith deck free of • irregularities. • • • • • 4. UnderRoof Tile Underlayment shall not be applied over to exist roof membrane. 5. UnderRoof Tile Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for UnderRoof Tile Underlayment shall be 6:12 for all tile profiles directly to roof deck. Roof slope of 7:12 or greater shall be installed with battens and approved tiles with integral batten lugs. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored and loaded on roof on battens. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 9. UnderRoof Tile Underlayment may be used with any approved roof covering Notice of Acceptance listing UnderRoof Tile Underlayment as a component part of an assembly in the Notice of Acceptance. If UnderRoof Tile Underlayment is not listed, a request may be made to the Authority Having Jurisdiction (ART) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. Re- fasten any loose decking panels, and carefully checked for protruding nail heads. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of UnderRoof Tile Underlayment shall be applied over the underlayment. 15. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade logo. 16. 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 • • ••• •• •• • • • • • • • • • • 1 • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • ••• NOA No.: 07 -0220.01 Expiration Date: 07/15/09 Approval Date: 04/19/07 Page 3 of 3 NOTE:i 1. END LAPS SHOULD BE STAGGERED A MINIMUM 36' IN ADJACENT COURSES TO PREVENT THEM FROM LINING UP 2. FASTEN 6" O.0 FOR SLOPE 4:12 AND OVER • • ... • • • . .. • • .. • • • • • • • . . • • - - • • • : 13;10I; NAIL SIDE LAP WHEN REQUIRED • • • • 13;10I; TO COMPLY WITH BUILDING CODE (SEE NOTE 2) .. .. • • • • • • • • • :: :.MAN$" APS . • • • . . •( 140.1E 1) • • • • . . .. -. ••• ••• • . OPTIONAL 30# FELT UNDERLAYMENT, • MECNICALLY ATTACHED • XS REQUIRED BY CODE LEAK BUSTER" MATRIX 201 PREMIUM SBS FLASHING CEMENT INSTALL COURSES OF UNDERROOF UNDERLAYMENT WITH 4' MIN SIDELAPS ROOF DECK /SUBSTRATE GAP MATERIALS CORPORATION www.ydmn UNDERROOF' LAYOUT DRAWING # UND 100 SCALE N.T.S. ISSUE/ REVISION DATE 3 -22-07 I NOTE: 1. NAIL 6° O.C. FOR SLOPE 4:12 AND OVER • • • • .. • • • • ••• •• • • • • • • • •• • • • • • • • • • •• • • • • • ••• • . S •• • • 1• • • • •00 • • • c FIELD TIILES MECHANICALLY • • •• •• • • • • 1 Af'NED OR MORTAR SET • ••• 000 • • • UNDER ROOF • • • • • • • • • • I UNDERLAYMENT • • • • • ME,pHANICALLY ATTACHED • • • • • ,,, 4$'REQUIRED BY CODE (SEE NOTE 1) OPTIONAL 30# FELT UNDERLAYMENT, MECHANICALLY ATTACHED AS REQUIRED BY CODE METAL EAVE CLOSURE FASTENED 18" O.C. & PRIMED METAL DRIP EDGE FASTENED 6" O.C. & PRIMED MIN 2° WIDE OF ROOFING CEMENT OVER DRIP EDGE WOOD FASCIA ROOF DECK METAL EAVE CLOSURE DRAWING 0 UND 203 GAF ODR DRAT 1 SCALE I ISSUE/ REVISION DATE N.T.S. 3 -22-07 • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • NOTE: 1. OVERLAP END LAP SEAMS A MIN. OF 6" AND SEAL WITH LEAKBUSTER'" MATRIX" 201 PREMIUM SBS FLASHING CEMENT. 2. FOR SLOPE GREATER THAN 4:12 NAIL ONE 1" SQUARE OR ROUND METAL HEADED NAIL 6" O.C. TO SIDELAPS GAF MATS VALLEY UNDERLAYMENT • ••• • •• • • • • • • • • • •• • • • UI�DEI;ROOF'" UNDERLAYMENT • ... .. • :.(Se€NPTE 1 ) • • • • • • • • • • • • • • • • • • • • .• • • ••• ••• • • • UNDERROOF VALLEY COARSE • • • • • • • • F•ULI. SHEET CENTERED IN • VACI•EY (SEE NOTE 2) • • • • •• • • • • • ••• •• OPTIONAL 30# FELT UNDERLAYMENT MECHANICALLY ATTACHED AS REQUIRED BY CODE 4" SELVAGE EDGE APPLY 2" WIDE BEAD OF LEAKBUSTER MATRIX 201 PREMIUM SBS FLASHING CEMENT ADJACENT TO SELVAGE EDGE ROOF DECK DRAWING 1l UND 102 SCALE ISSUE/ REVISION DATE NTC I -21 -07 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• 'y.J BARRIER WHERE WALL • ' Q1ADE PROPER COUIVERFLASHING OF PAN Fj.A j1ING PER MANUFACTURE PAN FLASHING 2 PIECE UNDERROOF UNDERLAYMENT NAILER BOARD UNDERROOF REINFORCING STRIP SET IN LEAK BUSTER MATRLX 201 PREMIUM SBS FLASHING CEMENT OPTIONAL 30# FELT UNDERLAYMENT, MECHANICALLY ATTACHED AS REQUIRED BY CODE ROOF DECK Imo • GAF MATERIALS CORPORATOR www.gdcam BARREL TILE SIDE WALL DETAIL DRAWING I/ UND 300 SCALE N.T.S. ISSUE! REVISION DATE 3-22 -07 RE ROOF TILE TO TILE FLAT COLOR THRU TILE (WHITE) Passed Inspector Comments Approved permit calls for 90# hot mop, using GAF self adhered tile underlayment. Provide a revision of permit using the GAF self adhered instead of the 90# hot mop. Provide the renailing affidavit before recalling next inspection . 12/17/07 CG � �/ Z l Failed , El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee Is paid. until Inspection Date: 12/17/2007 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE 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 Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Monday, December 17, 2007 Page 1 of 2 RE ROOF TILE TO TILE FLAT COLOR (WHITE) THRU TILE Infract(o Passed Comments TIN CAP SPACEING False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 68016. Slope tin cap OK, pending renailing affidavit. 12/10/07 CG 12/17/07 Renailing affidavit not in permit package as requested on previous inspection. CG I f Failed Correction Needed Re- Inspection Fee ' 1 ($75) p No Additional Inspections can be scheduled re- inspection fee is paid. p-iirp/ until RF -11 -Q 7 -2352 Inspection Date: 12/17/2007 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Monday, December 17, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Page 1 of 2 RE ROOF TILE TO TILE FLAT COLOR THRU TILE (WHITE) Infractlo Passed Comments TIN CAP SPACEING False V Passed Inspector Comments CC C /� /` fZe _ �`'� - n _'' , h I � lo Failed All Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/10/2007 Inspector: Grande, Claudio Owner: MILIAN, MARIA Job Address: 575 97 Street NE Project: <NONE> Friday, December 7, 2007 Miami Shores, FL 33138- Contractor: ROCHE 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 Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060180020 Lot: Phone: (305)220 -7663 Page 1 of 2 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 575 NE 97 Street Miami Shores, FL 33138- Address MARIA MILIAN 575 NE 97 Street MIAMI SHORES FL 33138 -2459 Contractor(s) ROCHE ROOFING Phone Cell Phone (305)220 -7663 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $14.40 $4.80 $350.00 $12.00 $8.75 $389.95 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Total Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: ,c/i Sot, DEC e 4 PA O Expiration: 05/27/2008 Available Inspections: atIan. Roof N AP!PRO Cell Inspection Type: Up Lift Report Tile In Progress Hot Mop Tin Cap Final Roof Nailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. November 29, 2007 Date Thursday, November 29, 2007 1 BUILDING 4'1 PERMIT APPLICATION FBC 2004 Owner's Name (Fee Simple Titleholder) Owner's Address 35 Ne q3- ST City 14 t - ct yr i S (/tote-5 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO /PARCEL # State Certificate or Registration No. ()3 okSIXi S'(o Architect/Engineer's Name (if applicable) Submittal Fee $ Notary $ Scanning $ 1 2. - CO Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ono Its 1/ Type of Work: []Addition []Alteration QNew Describe Work: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * ** * * * ** Permit Fee $ 3 S - 7 Z ': Permit NU. R Zip - 331 39 Phone # Master Permit 11.o. Permit Type (circle): Building Electrical Plumbing Mechanical 699 iJ ' 5T' Wt i flay Phone # 505 - t, 2.S 2. County Miami -Dade Zip 3 3 Is Building Historically Designated YES NO V Contractor's Company Name �,qc)p CiaOa C Contractor's Address 9- 5 3 N u `1 1 . City 0-4 ` i ct w; State 0 r i d Zip Qualifier Name Mn fez, v Zit ieZ- Phone # Certificate of Competency No. Phone # Value of Work For this Permit $ ,2 QDD f Square / Linear Footage Of Work: Phone # 33 13R 3O5 4o V 1R Repair/Replace ❑ Demolition I) TOT l� NOV 2 1 2007 BY: o. (•es t) i 3ff ► 4r ,err (1 (s- -rif -a et — r WI4:.+c S=ID Radon $ DPBR $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 14 .40 CO /CC Technology Fee $ 1c -1S Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5%9 ! • I� See Reverse side ---> 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 su • 'ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp which jccurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will nt r. ' approv ' .j /' a reinspection fee will be charged S ignatur Q Owne or Agent The foregoing instrument was acknowledged before me this Z/ day of dsd , 20 07 , by who is personally known to me or who has produced 2E-ice.-re As identification and who did take an oath. OD 526228 '618, 2010 ¢y F'Utjt Uigienwiters My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) Signature Contractor The foregoing instrument was acknowledged before me this W day of pie) ✓ , 20 0 7, by who is person known to me or who has produced as identification and who did take an oath. :001 A: 171 ORLANDO N1iN Z MY COMMISSION 6 DD 525228 ,PATES , 18 2010 rsr f ariP- '..ct'flu�.r9pt�t8 NOT ARY PUBLI Sign: Print My Commission Expires: ZZ-Yi z0-tp 0 - i, 6- 373 - e l)L# : ti 50 - 54s - G - X 76- /y)40/4.. 171.0 Plans Examiner Engineer Zoning OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. [Date To: B uilding Department 10 tu'O We' Z.dcier .111.111111111M. Alb* jhoars. Re: Owner's Name Co $Ie /ta m. Property Address 6?r v L 17 s? Roofing Permit Number o7- 2 3 5j Z Dear Building Official: I ' ELao #1 11 -4 7443 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,090.00. ❑ The building was constructed in compliance with the (FBC) or with the provisions of the 1994 edition of he Florida Florida uildi g g (1994 SFBC). Signature of Property Owner Asa N[�c,I� Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this / day of A/0 r/ (SEAL Pe :'Wally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit ofRoof to Wall Connection Hurricane Mitigation Retrofit must be provided. CADavmenu and S UngsYperuA am SettInwATerrporary Internet FllefOLICSIRoollng Affidavit Compileoro-9 26 0/.doe Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2 Lot Size: 18,730 SC) FT Year Built: 1951 $25,000 6 53 42 RESUB OF BLK 98 Legal MIAMI SHORES SEC 4 AMD Description: PL PB 49 -37 LOT B LOT $180,292 SIZE 18730 SQUARE FEET OR 17804 -2315 0997 5 Year: 2007 2006 Land Value: $618,090 $430,790 Building Value: $265,766 $204,904 Market Value: $883,856 $635,694 Assessed Value: $205,292 $200,285 HOmejl� Exe $25,000 $25,000 al Exemptions: $25,000 $25,000 Taxable Value: $180,292 $175,285 Folio No.: 3 -018 -0020 Property: 575 NE 97 ST Mailing ONELIO J MILIAN &W Address: MARIA E 575 NE 97 ST MIAMI FL 33138 -2459 Sale O /R; 000000000 Sale Date: 9/1972 Sale Amount: $67,500 Miami -Dade My Home Page 1 of 1 My Home Show Me: Property Information Search By: Select Item 4 0 Text only Property Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Assessment Information: ACTIVE TOOL: SELECT MIAMIDADE 4tqc26A4r, MU Digital Orthophotography - 2006 \ E -mail your comments, questions and suggestions to We appreciate your feedback, please take a minute to complete our survey. My Home i Property Information 'Property Taxes 1 My Neighborhood 1 Property Appraiser Home/Using Our Site !About' Phone Directory 1 Privacy! Disclaimer Web Site ® 2002 Miami -Dade County. All rights reserved. 0 119 ft If you experience technical difficulties with the Property Information application, please to let us know. Legend Property Boundary Selected N Property eoI Street ,i/ Highway Miami -Dade County Water WE http: / /gisims2. miamidade .gov /myhome /propmap.asp 11/19/2007 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. LegtdescriptIon of pr perry and streetAddress: 5 7�a OE: / F} 1? ! � 5 3 3 13 2. Description of improvement: ° Roe4-. 3. Owner(s) name and address: d n ei ± a - g. 1-(4.5r4. 1 i (Tan S 35 QE 93 st Interest in property: fee <,.,;..� C.- Name and address of fee simple titleholder. 4. Contractor's name and address: S IA1 5. Surety: (Payment bond required by owner from contractor, if ae 3 Rn�v y Name and address' original fI �, , o , • -, � A n 20 By Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner u• ,;,. . 0 om notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: i 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (th expirat' n date is 1 year from the date of recording unless a different date is pecified) 0 2 1 / © Own ' Signatu er .Print Owner's Name (71J & ( v M / L t R-4 Prepared by F c ( / Swam to and subscribed before me this f, day of A/o a) , 20 �.. Notary Public Print' Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 9-0.11.19 `��j 11 11111 111 11111 111 11111 111 111111 11 111111 11 111 sT CFH 20078 1 10!454 OR Bk 26054 Ps 42660; tlps: RECORDED 11/19/2007 12• =47:11 HARVEY RUVINB CLERK OF COURT I1IAi1I -DARE COUNTY, FLORIDA LAST PAGE 3S aJ,� t4 5T 33 124 N 000 0 18)51. N F FLORIDA, COUNTY OF Nlot Ms Is of the "-� im �o Address: 75 � /cf, S r ,tom.4: 0 Farr.- - Mt 24 Master Per ni Contract Job Addre ❑ Low Slope ❑ Asphaltic Shingles 37 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Process No. !moo ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 N6 ROOF CATEGORY ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 4P99 r 97 ' 12 APPROVED ZONING DEPT X0 Mortar esive Set Tile Wood Shingles /Shakes . • • . • • . 3Z ' • ROOF TYPE ❑ New Roof )0e-RoofingD ❑ Recovering ❑ Repair s]1Vla4ntenprhe• • • .• •• Vami Shores Villa BY B Y • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. • • • • • •••• • Total (SFi •••• • • DA! • BLDG DEPT ' � "2'?)" j SUBJECT TO COMPLIA !..7 WI IH ALL FEDEPAL STATE AND COUNTY RULES AND HL—L,L • • • • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for r. afng system installations. Additionally, the following items should be addressed as part of the agreement b een the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been ained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to worltfittlilltip provisions. Aesthetic issues such as color or architectural appearance, that are not part ofitzochg code, should ressed as part of the agreement between the owner and the contractor. 'Sr, If1 2. Reuniting Wood Decks: Whe rep roofing, the existing wood roof • ed in accordance with the current provisions of Chapter 16 (High Velocity t , Hurricane c may ha�a o• B g Code. (The roof deck is usually concealed prior removing the existing roof syst? of the Flor 1 j d to j 3. Common R oofs: G ammon roofs are those which have no visible delineation kapvea neighboring s �r ( townhouses, condominiums, etc.). In buildings with common roofs, the rooftag coinracto' for should notify the occupants of adjacent units of roofing work to be performed. • Ii 4. Ex posed Ceilings: Exposed, ceilings • • • ••••••• • pa g : po , open beam ceilin s are where the underside of the roof decking can be v' w:.1 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 op of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of' the building may not drain well and may ca' 'e 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 expe. c cy and performance of the new roofing system. Ponding conditions may not be evident until the orig. al roofing system is removed. Ponding conditions should be corrected. . r C 1 Overflow scuppers (wall outlets): It is required e9 red that rainwater flow off so that the roof is not ov r oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov rflow scuppers (wall outlets} are not provided. It may be necessary to install overflow scuppers in ac \ordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior o the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. 't may be beneficial to consider additional venting which can result in extending the service life of the roof. t/ LI�l,rw /0 Ow '' gent's ' Date gn ; ture CADdeftenatts nd isithiskissaaamtLed Bd1lessMmplTampunry !Memel PBelCamaaLIMOKLBOTT1SECf10N 132.1111•du. Contractor's Signature • Root Slope: 3 : 12 Florida Building Code Edition High Velcidty Hurricane Zone Uniform Pam* Application Fort. Section D (Steep Sloped Roof System, j Roof • System Manufacturer: 1 ieN'' -/t. L.1 I E (�C Notice. of Acceptance Number. • Minimum Design Wind Pressures, if Applicable (From RAS 12T or Calculations P1: • 23 P2: 2 1. 5 S P3- 21 . 55 Maximum Design Pressure ran the NOA S . - M • c S• n Method of tie attachment: Ridge Ventilation? tvips. .... • • Steep Sloped Roof System Descirlptlon. • Deck Type: nsulatior ype Underlayment 1 Mean Roof Height:6) «Rfiwx • 1(8. 4 - 3 0 N. A$r-r NyA WA • • • • • • •• • . • • •• •• • • • • • • • • • • • • •••• • •• •••• • • • • •••• • • • . • ••• • • • • • • • Fi re Ba er: astener Type & Spacing: I1V rS o ,..14 r 2`x dheslve Typal g Pr Ail 160 (LIWcje ?Nnvy ype Cap Sh oof Covering: 1 1 res Type & Size Drip dge: x3' G. lt �'� • • • • Florida Building Code Edition High velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M. with the valves from K. 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 Based Tile Calculations Per RAS 127" (PO 4E0 s . . ` 211 1 3 7s ) -Mg: .. 2 =41 6.23 NOA Mt (P: :- z A se 22.0 ) —Mg: Zl. s NOA Mt (PiAre z A. a Zq .0 7 ) —Mg: =M,s , • sr NOA Mr 3:12 4 :12 5 :12 &12 7:12 Attachment Required Moment Minimum Attachment Method 2 "Simplified Tile Calculation Per Table Below" Required meat of Resistance (M From Table Below • NOA Mf Mean Roof �i --1/. 2.12 Description S Mean Roof Height H Roof Slope Aerodynamic Muir" X. Restoring Moment due due to illy Required M meet Resistance* a M( P 16' 34.4 32.2 30.4 28.4 of Design Pressure PI . P2 or P3 Job Site Job Site NOA NOA NOA Calculabrd 20' 36.5 30.4 322 30.1 20.0 *Must be used in conjunction with a list moment based Broward County Board of Rules and A For Uplift based tile systems use Method 3. values for F If the F' valves are greater area of the root; then the tile attachment meth Method 3 "Uplift Based T' (P,: x = z w:= ) —W (P2.: x1: z w:= ) —W (Pa: x l: a w: = ) ere to Obtain Information NOA Required Uplift Fr Calculated Average, Tile Weight W NOA Tile Dimensions 1= length NOA wQ width All calculations roust be submitted to the Buiding Official at tie time of permit application. 1.6 29.4 27.1 . • • • • .. -• • 7 • • .. • systems endorsed by the ared the values for F' with the equal to the F values, for each acceptable. • • ... • Cale ors Per RAS 127" x cos e: = F r y: NOA F' z cos O: Pa: NOA F a cos 9: • NOA F • • • • ..• •Se, • ., • ••39.8 '37.3 . 349 •••3x.4 . • • •'30.0 • •. •• Whe to find RAS 127 Table 1 or by as engineering " , :, f_ prepared by PE based on ASCE 7 • •iie••• 40' • • • • • •• • • • • ■•••• • • ° MI A'M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (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 Country Product Control • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Courrty) reserve, 1 right to • have this product or material tested for quality assurance purposes. If this product or niitegi'ai fails'to Rerform iji . the accepted manner, the manufacturer will incur the expense of such testing and the Alp may imrp;diately • • revoke, modify, or suspend the use of such product or material within their jurisdiction. • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Q� reri�ee the right ty I�iyisicxi thattiiiiploduct•af" 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'h'Velooi Hig Zone of the Florida Building Code. • g •• �drricarie • • • D • ESCRIPTION: Flat Shake & Slate, Sierra Shake"' & Super ShakeTM, and Colonial Slate & Shingle • Blend 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 applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Flat Shake & Slate, Sierra ShakeTM & Super Shaker"!, and Colonial Slate & Shingle Blend 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC Flat Shake and Slate Tile Monier Lifetile LLC Sierra Shake'" Tile & Super Shake TM Tile Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= 16 %2" w = 13" 1" thick 1 =17" w = 12'/ 1" thick 1= 17" w = 12 3 4" 1" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test A2encv Test Identifier 7161 -03 Appendix III 94 -084 94 -060A Test Specifications Test Name/Report Static Uplift Testing PA IO2 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) • • • • • • • •• • • • • Prorduat• • • Descritrthle •••• •• • PA 112 Flat, interlocking, high ex$ud'e1 concrete shake and slatl rolirtile ec uippte$ with two nail holes. Fob :44. gt deck or. battened nail -on, mortal or'adhesive get• • applications. •••• PA 112 Flat, interlocking, high pressure extiiMed concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Date Dec. 1991 May 1994 March, 1994 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 • .' • • • • • • • • • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7094 -2 25- 7094 -8 25- 7094 -5 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 R1.894 R2.894 R3.894 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing • PA 102 •••• (2 Quik -Drive Screws, Baattr9) Static Uplift Testing • • • • PA 102 •••••. (1 Quik -Drive Screw, Direct Deck) •• •• • Static Uplift Testing PA 102 . • (1 Quik -Drive Screw, Ba=tensj. Wind Tunnel Testing • • • PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 • Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 ttb! 1995 March, 1995 • .. • • • • • • March! 1995 . • • • ... • • Dec. 1'281 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Sept. 1994 Dec. 1998 March 1999 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 • March 1999 February 1996 April 1996 • • • • • • • • .• • • Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 Walker Engineering, Inc. Evaluation Calculations 25 25-7183 8-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 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 snbmi :tad to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Atplicelions • Standards listed section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendic to theroofslo e • • unless stated otherwise by the underlayment material manufacturers pulnlisbc8 literatures p 3.6 This acceptance is for wood deck applications. Minimum deck requiaemgnts s�1411.be in • • compliance with applicable building code. •••.• • • • • • •••• � 4. INSTALLATION • • 4.1 Monier Lifetile Flat Shake & Slate, Sierra ShakerM & Super ShakeTM • • , and Colonial 515& • • Shingle Blend 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 Monier Lifetile Shake & Slate, Tile Monier Lifetile Sierra Shaken' & Super Shaken", and Colonial Slate & Shingle Blend Tile Tile Profile Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) 10.8 Length - I (ft) 1.38 1.42 Table 2: Aerodynamic Multipliers -1(ft Tile X (ft X (ft Monier Lifetile Shake & Slate, Sierra ShakeTm & Profile Batten A• •Iication Direct Dec Super Shaken', and Colonial Slate & Shingle Blend 0.267 Tile Width -w (ft) 1.08 1.03 0.289 Iication NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 • • • Tile Profile Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile Table 3: Tile Profile Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile Restorin Moments due to Gravity - ":12 " 4 ":12" 5":12" Battens Direct Battens Direct Battens Direct Deck Deck 6.57 I " 7.52 I 6.47 7.43 6.33 7.27 M (ft -Ibf) 6 ":12" Battens Direct Deck 6.17 7.09 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Nall-On S stems Fastener Type Direct Deck (min 15/32" plywood) 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 30.9 7.3 2 -10d Ring Shank Nails' 1 50.3 65.5 Monier Lifetile Shake & Slate, Sierra Shake TM " & Super f Adhesive Shaken', and Colonial Slate & Shingle Blend Tile 2 See manufactures com vent a.. roval for installation re • uirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol oam Product, Inc. Average wei. ht .er .a 8 • rams. Direct Deck (min. 19/32" plywood) 7 ":12" or greater Battens Direct Deck 6.00 6.90 Battens ..37.2 4.9 • 14.0 I f9.8:'' I „7.4 • 30.8 W I.. '98'7 51.7 51 7 24.4 24.3 W... "2 19.0 19.0 ' : • •!3 35.5 3S.5• • 31.9 31.9 •••• •. 34 .13 32.2 1 Installation with a 4 tile headlap and fastemers are located a min. of 2% from head of tile. 1 48.3 Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile f Tile Application f Minimum Attachment Resistance 31.3° NOA No.: 02- 1205.06 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 5 of 7 • • • • • • • • • • • • • • • Monier Lifetile Shake & Slate, Sierra ShakeTM' & Super Shake", and Colonial Slate & Shingle Blend Tile 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mir (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile 6 Tile - rite Roof Tile Mortar. 5. LABELING 6. BUILDING PERMIT REQUIREMENTS Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile l Tile Application PolyProTM PolyPro Tile Application Mortar Set PROFILE DRAWINGS i Minimum Attachment sfstance 118.9 "11T4 • • Attachment Resistance 43.9• • • • • •• • • • • • •••• • • •• • • All tiles shall bear the imprint or identifiable marking of the manufacture�� pr logo, or • • t • • • •• • • following statement: "Miami -Dade County Product Control Approved ". • • • • • • • • • •• •••• 6.1 Application for building permit shall be accompanied by copies of the fallowing • ... • 6.1.1 This Notice of Acceptance. 11 •• • ••• • 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. NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 • • s • • • • MONIER LIFETILE SHAKE & SLATE CONCRETE ROOF TILE • • MONIER LIFETILE SIERRA SIIAKE & SUPER SHAKE CONCRETE R O • a . • TILE • R MONIER LIFETILE COLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • ••• • NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7of7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, kat. 11715 Yiondreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGI•.ER STREET, SUITE .16033 MIAMI, FLORIDA 33130 -15633 (305) 375.2901 FAX (305) 375 -2908 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 (AIIJ). • PAGE 01 • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade Cony) andor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materiartested for 'traliiy. ' assurance purposes. If this product or material fails to perform in the accepted manner, the ma a c t rer wi its nr the expense of such testing and the AHJ may imnnediately revoke, modify, or suspend the use al such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is deleaved by. bC( . 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 tleldctty Ilurribane Zone of the Florida Building Code. • DESCRIPTION: Polyproo 411 '.... • • • • •• • ••• • 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 -Dada County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Aeebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam 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, dots not exceed the design pressure values obtained by calculations in compliance with Roofing Applicatiotl Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AR 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions That 5 ecidicatlons Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProFack® 30 & 100 N/A PHYSICAL PROPERTIES: Pro_perty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM 1)1622 ASTTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • Product Descrit tipie• Two component polyuretimafpgm adhesive ••••• Dispensing Equipment ' •••• Dispensing Equipment Results • • •. • • • • • 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 25 PSI Parallel to rise 0.08 Lbs. /Ft'' 3.1 Perm / Inch +0.07% Volume Change , -40° F., 2 weeks +6M% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. PAGE 02 • • • • NOA No.: 96- 0201.02 Expiration Date: 05 /10 /11 Approval Da te: 04/13/06 Page 't of 7 • •• • • • • • • • • • • PRODUCTS MANUFACTURED BY OTHERS: ".. • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQd vSttich • • • • • list moment resistance values with the use ofPolypro AH160 roof, tile adhesive, • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report kge Center for Applied Engineering I/94.060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25-7438-4 25- 7438 -7 SSTD 11-93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 AS7'M D 1623 02/01/94 Polymers Division Ramteeh Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 • • 01- 6739- 062b[1] ASTM E 84 • 01/1!6/95 • Trinity B ngiueering 7050.02.96 -1 TAS 114 4/1 4/96 • • • Celotex Corp. Testing Services 528454 -2 -1 TAS 101 • •?&/1/98 • 528454 -9 -1 •••• ••• • • • • • • 528454 -10 -1 •••• • • • 520109 -1 TAS 101 • •>yb'2$/98 • • 520109 -2 •• •• • 520109 -3 • • • • 520109 -6 "' • 520109 -7 • • •••••• 520191 -1 TAS 101 • '(73/02/99 " 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared RoofTilc Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles, 3, Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of'Polypro® AH160 roof tile adhesive with thcir tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. !F : P , 4 2 MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date; 04/13/06 rage 3 of 7 PAGE 03 INSTALLATION: 1 Polypro® AH160 may be used with any roof the assoorbly having a current NOA that lists uplift resistance values with the use of Polypro® AB 160. 2. Polypro® AI3160 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® A1 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. Tho adhesive attaclunent data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tilo adhesive and its components shall be itrstalled in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro®® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and 1locosed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority • • having Jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application otany adtesive • • • • The mix ratio between the "A" component and the "13" component shall be maintained Tuycen 1.1. • • • • • • 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds pi 1, js • • • determined at calibration. No other settings shall be approved. • 6. Polypro® A11160 shall be applied with Foampro RTP'1000 or ProPack® 30 & 100 dIsp giir�g • • • • • • • • • equipment only. • 7. Polyprn® Ah1160 shall not be exposed permanently to sunlight. • • • • • • • • 8. Tiles mnst be adhered in freshly applied adhesive. Tile .must be sct within 2 to 3 min • • • Polypro® A11160 has been dispensed, • • • • 9. Polypro® A11160 placement and minimum patty weight shall he in accordance with jhe'Placement' • • • • • • • Details' herein. Each generic tile profile requires the specific placement noted herein • • • : ••• . • • •• Plat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Lov2 High Profiles LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Afi required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Padd Detail Weight Min (grams #1 35 #1 17 /side on cap and _ 34 /pan #2 24 #3 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 NOA No.: 06- 0201.02 Expiration Dale: 05/10/11 Approval Date: 04/13/06 Page 4of7 PAGE 04 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Opinonol 214'n tor steep pnott apptinetbop • entodwouph pteet: trhtpit • • 1) Pleoe eaoo9h eiheetvs to Atone 11 to to It Atm Rpm Inchon e contact with the pan MO To 1 Fial aedg Then hntc0NOP'. HW Rom top pork, y of m woo Abet lce000diComet pan Mt, Errol ewe en of p ontemoting, we &M tsoveIne, We closure lamb? shown) Weepholo EasdaBo • • • • Optional Pohivp Uetter e of Ina NOA No.: 06- 0201.02 Expiration .Date: 05/10/11 Approval :pate: 04/13/06 Page 5 of 7 PAGE 05 • • 3heoNtao • • • • • • • • • • • • • • • • • Na 1gh ptasec cement Undedaymant 1 kyt Coma EavoCktwa ADHESIVE, PLACEMENT DETAIL 2 SINGLE PATTY Noll through plastic °amen! Undttkymtl 1 Pads/ Mouth Iilo) • • • PAGE 06 NOA No,: 06-0201.02 Expiration Date: 05/10/11 Approval Data 04/13/06 Page 6 of 7 • • • • • weetwo • • • • • Eavic ••• MIP • • • • • • •••• • • • • •• • • • • • •• • ••• • • • e • ADHESIVE PLACEMENT DETAIL 3 .DOUBLE PATTY PAGE 07 Neil through piaetic cement 2 tn. x 71n. odium Festla� Pam ova coutao only END OF THIS ACCEPTANCE Single paddy under Ma Single paddy batman gt� 2 In. x 7In, medium slut paddy nave came only • • •••• • • • • .•••• • • • •• • ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Da 04/13/06 Page 7 of 7