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RF-10-1515Permit Type: BUILDING Qualifier Name: Miami Shores Village 5m amwEr Building Department AUG 1 8 2919 11' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY: BUILDING Permit No.rl n Q$iS PERMIT APPLICATION Master Permit No. FBC 20 OWNER: Name (Fee Simple Titleholder): t'15 3C- 2,4sv K. t/S4 7 45 Ito Me Phone #: Address: 2 (I At. 44 A s Mt t AN_ Sit. 90D City: PA II State: TX Zip: . 7 SZa Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 10 z N w l v% s T City: Miami Shores County: Miami Dade Folio/Parcel #: i` - 2...l 3 e ° 0 0 b 0 t O Is the Building Historically Designated: Yes NO Flood Zone: � � V v�1 CONTRACTOR: Company Name: GO-Oa-Ga.-0 PO-..-1.`�� n �D�' Phone #:(7 _6) 3 6-7 7 �*/ Address: (e'OO GrA ..) / 21 lk.li a 531) City: t .42.-•_.... ( State: F!-._ . Zip: 3.3 /7e0. fi t ;2 Q; State Certification or Registration #: CMG. /S /O2 Z l CO`- / ificate of Competency #: Contact Phone #: (7K-0 3 57 7 ' (/f Email Address: 4 /a 4 8OO ct two , ea"( • DESIGNER: Architect/Engineer: Phone #: Zip: 33t1'o t' Phone #: C71(035 7-1 Value of Work for this Permit: $ detig Square/Linear Footage of Work: ' 3®® -5y' f ( Type of Work: ❑Address ❑Alteration ❑New Repair /Replace ❑Demolition 4 �‘) ® E e r t co (4. (Lo Lo tom. T- KVA_Ari- ObSc:C COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * *** **** *** ** * * ** *x* F * * * * * * ***** * **** * **** * * * * * * * * ** Submittal Fee $ • Ol Permit Fee $ ©g CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) honding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of s posted notice, the inspection will not be approved and a reinspection fee will be charged. LSi late Owner or Agent 44c� The foregoing instrument was ac wledged before me this 1 1 The foregoing instrument was acknowled day of , 20 _, by `�� / bee( i "�, , day of , 20 _ ,® who is personal known to me or who has produced baler who is personally known to me or who has produced as identification and who did take an oath. As identificatio d who did take an oath. Colleen Bonifaz My Commission Expires 05/25/2012 � F NOT ' PUBLIC: Sign: Print: 1.1 PAO My Commission Exp * dexxxicx* 4exxxx* 9: x*** * *x*** * ** *4exde 4e**is** *Sexx***** **Box * * * ** * 4exxx ira4x4e* x* 3exx4ex**** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Signature NOTARY PUBLIC: Sign: Print: My Commission Exp ontractor Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MST BE POSTED ON THE JOB SITE AT TBM E OF FAT PERMIT NO TAX FOUO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that Improvanents w10 be property, and k accordance with Chapter 713, Florida Statutes, the is provided in this Notice of Commencement. t o Z N tn/ t 19'2 S t. R I f&,& L 1. L e g a l d e s c r i p t i o n o f p r o p e r t y a n d s t r e e t / a d d r e s s : D t Lt %4 G S R I A t4 t `at-' 12 -64 E-stcr (o �t3 51-3 t Lit t t31-k- z-12. r 5 12- X-Wz-e c%AL 0 tZ t -(,0 — 'ZS S5— t3q$ t — 2_313 - LH 4®7 - 313 0 6 2O6i, 2. Description of improvement Vie-- 2O ' � - different dat = 1 Print Owner's Name Sworn to and Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE4 8/02 STATE OF FLORI I HEREBY C ,• fTIFY original filed n M 07 • 3 a , 111111111111111111111111111111111111111111111 A, COUNTY OF ' rat this Is. true ,AD20 Official Seat. • =RK, of Circuit and CFhf 2010005968213 OR irk 27408 Ps 1148E (1vs) RECORDED 09/02/2010 12:53 :18 HARVEY RUVIN, CLERK OF COURT P1IAI1I-DADE COUNTY, FLORIDA LAST PAGE 6 3 P u ' t - eUSr(( c c - L tk' . S . 't u-A ( t x 7 cZ.c7 L{ 0 0itiner(s) name and address: z'7 t l tomU t (i� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: IN.).- ? E l C'► e_44, eA L- (. 0 t•-ti C.rca (c. c?ock o a S y./ t 7.4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 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 Commencements (the expiration date is 1 year from the date of recording unless a 1 I a •' ' `r' . PADILLA Commission y sslotr # DD 713110 „ ftl% `' �. Banded ThroughNagonal NoblyAssn. P ,V-Pu0 s4. rq before me this 1' day of Mk 4 Prepared by pc O L i Uzu3 C (1S' ,2o Addre l: X3 341 .Sk.A.J 10'-( S i 1"- 1.47 LA PA `33I C IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT IN AND FOR MIAMI -DADE COUNTY, FLORIDA HSBCBANK USA Plaintiff(s) / Petitioner(s) VS. CLAUDE, SANDRA , et al. Defendant(s) / Respondents(s) was sold to: HSBC BANK USA AS TRUSTEE OF 2007 -1 Rev. 10/512009 GENERAL JURISDICTION DIVISION Case No: 080(0884CA01 Section: 15 111111111111111111111111111111111111111111111 CFN 2010R0250336 OR Bk 27250 Ps 2873; tips) RECORDED 04/1512010 11:35 :53 DEED DOC TAX 601.80 HARVEY RUVIN, CLERK OF COURT IIIANI -DADE COUNTY, FLORIDA LAST PAGE CERTIFICATE OF TITLE The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on March 1 2010 , for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Miami -Dade County, Florida: LOO' I, BLOCK 212, OF DUNNING'S MIAMI SHORES EXTENSION NO.6, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 51, PAGE 31. OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA Property Address:: 102 NORTHWEST 108TH STREET. MIAMI SHORES. FL 33168 WITNESS my hand and the seal of this court on April 05. 2010 . Harvey Ruvin, Clerk of Courts Miami -Dade County, Florida Book27250 /Page2873 CFN #20100250336 Page 1 of 1 To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: R 5 3 C l3 A k u S M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Date: -7 /I t t / o Property Address: d 02- 1--( 6 0' r1 J 514 O 1 d o Roofing Permit Number. Dear Building Official: I 3`nN 6tuufitf - Notary Public, Sate of • When tfs3 just valuation of the Stiuiluie fbi purse dad valor SFBC. Then you must provide a building application from a General Revised on 5121/2009 Large certify that I am not required to retrofit the roof to wall connections of my 3 Q building because: d (The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) W ys-DINJ tliwout_ 6vvykt-- %itName State of Florida V County of 11 l, - 1_> The undersigned, being the first duly sworn, deposes and says that he /she is - owner fe r the above property mentioned. Sworn to and subscribed before me this \ t1 d Colleen Bonifaz My Commission Expires 0525/2012 i e than $300,030.00, an the building was nbt Ceettiucted with FBC net a 1994 Roof to Wall connection Hurricane leigdort. Sale Date: 6/2006 Sale Amount: $495,000 Sale O /R: 24607 -3734 Sales Qualification Description: Sales which are qualified View Additional Sales Year: 2009 2008 Land Value: $110,460 $225,942 Building Value: $127,008 $135,240 Market Value: $237,468 $361,182 Assessed Value: $237,468 $361,182 i6S S T (-41W dt33 o My Home Property Information Report Summary Details: Pro • e Information: Information: Folio No.: Property: Mailing Address: 11- 2136- 010 -0010 102 NW 108 ST SANDRA CLAUDE 102 NW 108 ST MIAMI FL 33168 -4313 Primary Zone: CLUC: Beds /Baths: Floors: Living Units: Adj Sq Footage: Lot Size: Year Built: Legal Description: 0800 SINGLE FAMILY RESIDENCE 0001 RESIDENTIAL- SINGLE FAMILY 2/1 1 1,568 9,608.76 SQ FT 1951 DUNNINGS MIAMI SHORES EXT 6 PB 51 -31 LOT 1 BLK 212 LOT SIZE IRREGULAR OR 13693- 2555 - 13981 -2373 0588 4 COC 24607 -3734 06 2006 1 Close window Taxable Value Information: Year: Taxing Authority: Regional: 2009 p ied Exemption/ Taxable Value: $0/$237,468 County: $0/$237,468 City: $0/$237,468 School Board: $0/$237,468 Applied Exemption/ Taxable Value: $0/$361,182 2008 $0/$361,182 $0/$361,182 $0/$361,182 JrClick here to Printl This report was created on 7/2/2010 10:14:15 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. / /' Process No. Contractor's Name I N (� CO e-f1Jr-rJ Qp0 4Pe-- .' Job Address `t}Z \N/ tOQi Sl ❑ New Roof ❑ Low Slope ❑ Mechanically Fastened Tile M phaltic ❑ Metal Panel/Shingles Shingles Low Slow Roof Area (SF) ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • FLORIDA BUILDING CODE— iB • • • • • • • • • • • • Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Sa 'tion A (Asmara' Infnrniation) ❑ Prescriptive BUR -RAS 150 ROOF TYPE 124 roofing ❑ Recovering ❑ R ROOF SYSTEM INFORMATION ,r,...F io- iSi ❑ MortarAdhesive Set The ❑ Wood ShingleslShakes M'arnl Shores �'i]Lage Steep Sloped Roof Area (SF) SUBJECT f0 IF($FCE WITH ALL FEDERAL Z50t STATE AND 11N' ' ULES AND REGULATIONS ertion R (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 Isratets" • • •. ••• 1W ■ I F r, 3 ► ;. _ • t 0 ir L„Ali NNW iltEMAZELIF • • • pOE'ACID uIN i 82.010 tY BY: DATE 3 3 3 Roof System Manufacturer: a....i. -5, 2e9f. e-- ° i ( Notice of Acceptance Number: eq.. ® 2 g - e 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 't S e f P2: -- 7'6' 6 P3: °' / / (O' 2 ' Maximum Design Pressure ` `= a _ '`;fin � ji A_Q_QLA (From the Product ' _ •__ • al pacific System); =`- '' -- ' 0�' *f Imo .. — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section Il ( Steep SInped Rnnf System) Roof Slope: : 12 Ridge V tin? Mean Roof Height: • . . .. • • • • • . • • • • • • • • •• • •• • • • .• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Steep SInppd Roof System nesr_ription Deck Type: Type Underlayment: Insulation: tjoOci Fire Barrier: t Agrici /0/71 Fastener Type & Spacing: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: c ••• • • • • ••• • • • • • • • • • • • FLORIDA BUILDING CODE•— BUkL : • • •• •• • • • •• •• ••• • • • ••• • • Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 11 RAS 127 Table 1 or by an enpineerinp analysis prepared by PE based on ASCE 7 Job Site Mean Roof Height Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mr Product Approval a. fri Moment Resistan ce M. Calculated . • • • • • • • imui •Atta i • Mi: ron • • • • • • •atessstaace • • • • • • • • • • • • • . 1. Product Approval •• ••• •• Required Uplift Resistance • Fr Calculated • .. Averapp File_ e1zht W Product Approval • • • • 1 • •• • • s • • tile • ime o ns• • • • • • • •L *length • • • width• iw • • to the building official Product Approval at the time of permit application. —• . • All calculations must be submitted • • • • • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permft Application Form. Section E (Tile Calcrtlatiori ) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values am greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. xL ••• • • • • • • • • • • • • • • • • • • ••• • FLORIDA BUa.DIP • e9pE eUII�DINlu • • • • • • ••• • • • ••• • • Method 1 "Moment Based Tile Calculations Per (P1:`' a t � C x 2, 0:32-= /'" - Mg: •_ 24 Mri r' 04 (F2: ''"11 y >L O 31 =25' -Mg. " ?z9 =M� /7, b (P D /fo Z r-0r 32= 77e /6 - M M / Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M re • ulred Moment Resistance* ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RAS 127" Product Approval Mf Product Approval Mf I 0 Product Approval M Mean Roof Height -> Roof Slo • e 15' 20' 26' 30' 40' 3&0 WM= MM. Mg= MPF.1111EMI "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. lithe F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: _ _J - W: x cos 0 = Fri Product Approval F (P x L = x w: = _j - W: x cos 0 = F Product Approval F x w: = _j - W: x cos 0 = F,a Product Approval SECTION R4402.13 _ HIGH VELOCITY HURRICANE ZONES — REQUIRED PM ICATION FOR-RO HMG' CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providin that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions: Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be rena ed i accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units r.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 3 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed m below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. .ln Pending water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in tow tying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco nce with the requirements of Sections R4402, R4403 and R4413. t 7 . L J Ventilation: Most roof structures should have some ability to vent natural airflow through the interim o the§treitnitsimIllygre building itself). The existing amount of attic ventilation shall not be reduce& It nidy 3 bepeeci01elp consider additional venting which can resu = xtending the service life of the roof. •. • )j • • • • • • • . •• :9/1 s Si nARike : D e • . • • • Contra • • • • • • Revised on /19/2009 LO • • :1: • MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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 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 of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll 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. .. . . . ti=e . INSPECTION: A cap.. t iit ea 1 16A shall be provided to the user by the manufacturer or its distributors and shi.Dl + inspection at the job site at the request of the Building Official. This revises NOA No. 07- 0914.06 and consists of pages 1 through 5. The submitted dotcbmepthtidltivas r vjew,l by Alex Tigers APPROVED • • . • • •••• • • • • •• • • • • • • • • • • • •. • • • • • • • .. • • • • • • • • • • • • • •. • •. ..• • • • • ... • • • • • • • • ••• • • • • • • • • • • • • • .• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METhO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11 /18/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Manufactured by Applicant Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. •• • • • • •• Roofing Roofing Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Souk Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Dimensions Length: 171/4" Width: 13" %z" thick Length: varies Width: varies Varying thickness Test Identifier RT0922.02 -09 HRT- 054 -02 -02 HRT- 054 -02-01 2381 -249 ••• • • • • • • • • • • • • •• • ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • •• •• • • • •• •• • • • • • •• • • Test Product Specifications Description Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 102 TAS 101 TAS 101 TAS 112 Date 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 Table 3: Restoring Moments due to Gravity - M (ft-1 Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" r:12" or greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 7.37 7.29 7.17 7.02 6.84 6.64 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 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 in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 42 Data For Attachment Calculations • • • • •• • ••• • • • • • • • • • • • •• APPROVED • •• • •• • • • • • •••• •• • • • •• • • • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • •• • • • • • • • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • • • •• • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 2: Aerodynamic Multipliers - 1 (ft3) Tile Profile X (ft) Batten Application I (ft3) Direct Deck Application Hanson Hacienda N/A 0.32 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 in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 42 Data For Attachment Calculations • • • • •• • ••• • • • • • • • • • • • •• APPROVED • •• • •• • • • • • •••• •• • • • •• • • • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • •• • • • • • • • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • • • •• • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) For Nail -On Systems Tile Profile Hanson Hacienda Fastener Type Two (2). # 8 x 3" Screws Direct Deck (min 15/32" plywood) 35.9 Direct Deck (min. 19/32" plywood) 35.9 Battens N/A Table 5: Attachment Resistance Expressed as a Moment For Two Patty Adhesive Set Systems Tile Application — Mf (ft -Ibf) Tile Profile Hanson Hacienda Tile Bond Minimum Attachment Resistance 44.4' 1 Dow Chemical Tile BondTM. Two patty's of 11g were installed as per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment For Single Patty Adhesive Set Systems Tile Application - Mt (ft-lbf) Tile Profile Hanson Hacienda Polyfoam PolyProTM Polyfoam PolyProTa Minimum Attachment Resistance 2 Medium paddy placement of 24grams of PolyProTM AH - 160. 3 Large paddy placement of 54grams of PoIyProTM AH -160. 29.2 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: " Miami -Dade County Product Control Approved ". HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6J • App) l ion for in lc4ng permit shall be accompanied by copies of the following: • • 04.$ :: niV,Noti of Acceptance. •. Any otfier documents required by the Building Official or applicable building code in order to properly evaluate the installation of this • ••• • • • • • • • • • • • • • • • • •• •• ••• • • Hanson • •..`. ste . Oil • • • • • • • • • • •• • • • • • • • • • • • • • • • • Si • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 FASTENER HOLES • ... .. .. • • .. •..• • • • .• • • • • • • • • • • • • • • • • • • • .. • • • . • . • • • • . • . . •• ... • • • .. • .. ... • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • • • •. • • • • • . . ••• • • • ••• • • PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE • •• •• • • • .•.• NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 5 of 5 MIA M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. •• • •• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • ••• •• ••• • • • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 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, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 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 Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ••• •...• • • • • •• • • • • • • • •• • • •• • • • ••• • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • ••• N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof file adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /fl. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ICSThi tdsf nsithods and are subject to normal manufacturing variation. • • • • • •• ••• •• • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBM1 "1ED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #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 ASTM D 1623 02/01/94 Polymers Division Ramtech 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 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 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® A11160 roof tile adhesive with their 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. W • •. F •• • •• • • •• • • • • • • • . . • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •. • • • ••• MS • • •••• • • • • • • • • • • • • • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As requiredbytht $uildidg 1fl ia1 applicable building code in order to properly evaluate the installatiohs f thj sys'ten : : •: ' • • • • •• ••• •• • • •• • • • • • .•.• • • • • • • • • • • •. •. • • • • .• • • • .•• • • • • .•. • • • • • • • • • • • • ..• • • • • • • • • • • • • • •• • • • • •. • .•• • • • • . • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 410 00. • • • • • 00 • • • • • • • • 00 4100 • • • • 00 0 .0 . 0 • • • • • • • • • • • • • • 00 • • • • • • • • • • .. • • • • • • • • • • 00 • • • • 0 0O • • • • • • • • • • •. • • • • • • • • . • • • • • .. 00 • • • .. .. 0 00 • • • 0 80 • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 •• . •• • • • • • • • • •• ••• •• • • • •• ••• •• • • • • • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • b •• • • • 0 •• • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • •••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 .. ... . • • • • • • • • •• ••• •• ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• •• ••• 1 • • • • •• • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY ••• • • • • • • • I1' OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 Inspection Number: INSP- 150358 Permit Number: RF -8 -10 -1515 Scheduled Inspection Date: October 22, 2010 Inspector: Bruhn, Norman Owner: Job Address: 102 NW 108 Street Project: <NONE> Contractor: ALPERO GENERAL CONTRACTOR Building Department Comments RE -ROOF TILE CONCRETE THIS REPLACE RF07 -1690 Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 21, 2010 Miami Shores, FL 33168 -4313 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360100010 Phone: (786)357 -7414 Page 1 of 9 A ( Signature State of Florida County of Dade: Revised on 5/21/2009 RE: Permit # 1?—T 1 O — ISIS V g-C42-'? (Print name and circle License Type) License #: c &c l S/ O 2 Z( CCC On or about 'S t) Swom to and subscribed before me this Notary Public, Sate of Florida at Large Z r\, 2 '' V10 INSPECTION AFFIDAVIT (Date & fime) l Secondary water barrier work at /0 /Cc) z I 81 M iami Shores ViHage Building Department DATE: 10 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i licensed as a (n) Contract / Engineer / Architect, FS 468 Building Inspector ,1 did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. day of l i ef '4016. Are pp Up� CAROLINA E. PADILLA ?0 1 r 44. 1., Notary Public - State of Florida ?: `' E My lion Expires Sep 9, 2011 po �c Commission # DD 713110 '.Z', fg, Bonded Through National Notary Assn. General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such ar f with permit # and address # clearly shown marked on the deck for each inspection CIVIL ENGINEER October 22, 2010 Alpero General Contractor Miami, Florida Project: Dear Sirs; Based on our test results, we project ect meets the test reqtnr.etue r a copy of our test report for your rev Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel:305 -823 -8008 Fax: 305 -823 -3300 ROOF TILE UPLIFT TEST REPORT Residential Home 102 Northwest 108 Street Miami, Florida Information provided by client: Permit Number: Not Provided—'10/WS Date Completion: October 19, 2010 Roofing Contractor: Alpero General Contractor Project Number: 10 -1067 (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 of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Hanson Roof Tile. This tile was reported to have been foamed in place. ' At the time of our inspection, the entire area of the 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. n. of"tl oc f t Ile at the abov referee �entr reed ot ocr : Attached please f th install in the above - ed nd 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 A(-47ey Reileh Engineering Corporation — Project Number -10 -0635 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 102 Northwest 108 Street Miami, Florida Project Number: 10 -1067 1 2 3 4 5 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 - 10 -1067 — 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 - 10 -1067 — Page 4 of 6 - 52 La, 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 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 - 10 -1067 — Page 5 of 6 80 81 82 83 84 85 86 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1067 — Page 6 of 6 0 12117G CAP Tt51 LOCATION 55' 65' 10H067 APPROX. ROOF Tt51 LOCATIONS AN7171M4N5ION5