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RC-17-289 Permit NO. RC-2-17-289 Miami Shores Village Permit Type: Residential Construction 10050 N.E.2nd Avenue NEPen ' Work Classification:Addition/Alteration Miami Shores,FL 33138-0000 ...`. Permit Status:APPROVED Phone: (305)795-2204 �coR�vA Expiration: 11/22/2017 � Issue Date:5/26/2017 t Project Address Parcel Number Applicant 9929 NE 4 Avenue Road 1132060171280 MARVIN R LIST&MARIA T MAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARVIN R LIST&MARIA T MANERBA 9929 NE 4 AVE Road (305)858-0204 — — -- - — — - --- MIAMI SHORES FL 33138- 9929 NE 4 AVE Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $65,000.00 JMEC CONSTRUCTION, LLC (954)410-4695 Total Sq Feet: 1000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:addition of front porch and in the Occupancy:Single Family Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation _ Certificate Date: Additional Info: Truss Insp Columns Bond Return: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Fill Cells Columns Bond Type-Contractors Bond $500.00 Invoice# RC-2-17-62822 CF $39.00 Wire Lathe , CCF Fee $50.00 02/03/2017 Check#:2514 $200.00 $2,861.50 Review Mechanical DBPR Fee $29.25 05/26/2017 Credit Card $2,861.50 $0.00 Review Planning DCA Fee $29.25 Bond#:3410 Review Building Education Surcharge $13.00 Review Building Permit Fee $1,950.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Plumbing Scanning Fee $39.00 Review Electrical Technology Fee $52.00 Review Electrical Total: $3,061.50 F.Termite Letter F. Elevation Certificate Declaration of Use 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: -certi th tall the foregoin ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and ni Futh r uthor a above-named contractor to do the work stated. May 26, 2017 i Authori ure• ner / Applicant / Contractor / Agent Date ,May 26, 2017 1 w Permit No. RC-2-17-289 �sO. Miami Shores Village ONPermit Type: Residential Construction 10050 N.E.2nd Avenue NE Work Classification:Addition/Alteration Miami Shores,FL 33138-0000 Pen "tPermit Status:APPROVED Phone: (305)795-2204 - ficoRroA Expiration: 11/22/20'17 . . Issue Date:5126120117 OF Project Address Parcel Number Applicant 9929 NE 4 Avenue Road 1132060171280 MARVIN R LIST&MARIA T MAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARVIN R LIST 8r MARIA T MANERBA 9929 NE 4 AVE Road (305)858-0204 - - -- - - - - --- MIAMI SHORES FL 33138- 9929 NE 4 AVE Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 65,000.00 JMEC CONSTRUCTION, LLC (954)410-4695 Total Sq Feet: 1000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final PE Certification Date Denied: Drywall Type of Construction:addition of front porch and in the Occupancy:Single Family Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam LeftSetback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Columns Bond Return: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Fill Cells Columns Bond Type-Contractors Bond $500.00 Invoice# RC-2-17-62822 CCFF $39.00 Wire Lathe CCFee $50.00 02/03/2017 Check#:2514 $200.00 $2,861.50 Review Mechanical DBPR Fee $29.25 05/26/2017 Credit Card $2,861.50 $0.00 Review Planning DCA Fee $29.25 Bond#:3410 Review Building Education Surcharge $13.00 Review Building Permit Fee $1,950.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Plumbing Scanning Fee $39.00 Review Electrical Technology Fee $52.00 Review Electrical Total: $3,061.50 F.Termite Letter F.Elevation Certificate Declaration of Use Building Department Copy May 26, 2017 2 Miami Shores.Village ICFITVPD V., kA Department' FEB 0 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY:� ` INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 �} BUILDING Master Permit No. CZ-11-;7- Z89 PERMIT APPLICATION Sub Permit No. 'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION, ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS.. JOB ADDRESS: City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:, Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):_ L 1"`QrV;.A t \ Phone#: Address: L11— z ' "R-1 City: I ( 15 Lvm r eas State: T— 1 Zip: �j 1-39 Tenant/Lessee Name: Phone#: Email: ',{ 1 /� +� h (,� f CONTRACTOR:Company Name: �Y`� C �!D k!l _ ►'�V� �� I `� Phone#.(T 't -4 10 4 ` I -1 , 1 I 1 } Address. �luj ti y`'tom City:T(� � ` State: Zip: Qualifier Name: � � �— �(� �G � Phone#:Q -glb State Certification or Registration#: ® 020 % Certificate of Competency#: DESIGNER:Architect/Engineer:i1ja:1G-- G�4�i �l' �� W Phone#: Address: ,. City: State: Zip: ,Value of Work for this Permit: lo Square/Linear Footage of Work:91 f�D Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: n .. .. o r kte t4'Y Yes t�� , Specify color of c� olor,>riJru >rUe ?}'t`rw Submittal Fee$ Zo0 +► R Permit'Fee$ 11 t 5C) ' 00 CCF$ CO/CC$ ' 50 . 03 Scanning Fee$.�� ' Radon Fee$ ' DBPR$ �G' Notary$ Technology Fee,$'62 ,•`(�O -Training/Education Fee$ (�' Double Fee$ Structural Reviews$` l W Bond$ - `JV - TOTAL FEE NOW DUE$ 2-13 (01 (Revised02/24/2014) 1rt 1p I 5 � lJ f � } 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 afier 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. i Signature Signature49 9 . I. OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before'me this The foregoing'instrument was acknowledged before me this day of r ' Lf�V, 20 by ?7( day of 20 � 7 by �U(OJ Lj � who is personally known to f6�7tIVK. who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: , x, Sign: Sign: i Print: (.)L'0, Print:. 4llY•°ilet. LAURA Seal- ro `* MY COMMISSION#FF 188027 Seal: WAY Pte * EXPIRES:March 16,2019 ro LAURA oN#FF * MY COMMISSION A FF 188027 si �F`! BondedThruBudgelNotarySetvices * EXPIRES:March 16,2019 Bonded Thru%4et Notary SOr*es APPROVED BY 2 Plans Examiner G Zoning f Structural Review Clerk (Revised02/24/2014) UP a nq i-t olvi "_7 1� ;We%M%RW 10050 N.E. SECOND AVE. o Yki I ID) MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO, AICP PLANNING& ZONING DIRECTOR A. DEVELOPMENT ORDER File Number: PZ-08-16-201660 Property Address: 9929 NE 4"' Ave Rd Property Owner/Applicant:Marvin List Address: 9929 NE 41h Ave Rd, Agent: Mark Campbell Address: 3373 NE 92 Street Whereas, the applicant Marvin List (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, See. 523.1 and Sec. 600. Site plan review and approval required. One story addition. Whereas, a public hearing was held on October 13, 2016 and the Board, after having considered the application and after hearing testimony and reviewing the evidence, entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the I-and, Development Code. 1) The Board requires that all further development of the property shall 'be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: Approval is granted as shown on the plans submitted and made a part of this approval to construct,a front trellis, a slope roof covered rear outdoor kitchen and a 300 sf flat roof covered terrace at the rear. 2) Applicant to apply for and obtain all required building perrnits from the Building Department before beginning work. Page I of F 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. ' 4) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by-the building official:. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 5) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 6) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities. Minor modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan including the construction of drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application and review and approval by the Planning and Zoning Board. E 7) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. l 8) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall 1 require Planning and Zoning Board approval as stated in Condition #7. 1 9) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS)as required. 10)Applicant to meet all applicable code provisions at the time of permitting. 1 1)This zoning permit will lapse and become invalid unless the work for which it� Fwas approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. r The application with conditions was passed and adopted this 131h day of October, 2016 F 1 by the Planning and Zoning Board as follows: i t Page 2 of 3 E Motion to approve subject to Staff recommendations by Mr. Abramatis with the. added requirement that the installation of structures on site to control drainage shall require Planning and Zoning Board review and approval, seconded by Mr. Reese and the vote was unanimous in favor of the Motion. + Mr. Abramitis Yes Mr. Busta Yes 1 Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes ' .`"'..'� .✓r! ` � `r 1, ° �I 112- Date' LDate rf Zairman. :hard M. Fernandez 41', i Planning Board t t t t i f � s + i f i t i i P I k Page 3 of') 4 Y : ` R J R „s z .. • • • • -• � 1�� ►, �.. STS �TF pw� 4-7 psi q( 4 •'�� '•-. 2 C t f2c P.E.*03>t�8 c -(-(-1W Edward A. - �- ® TATE LANDERS P.Es 'A('405)823-393&.'� CONSULTING ENGI '•,'°fir ••.,a�!�.•• NAL \ 9818 -41 Cj, Ftu J n ;cf� ��c ;7 y (rot .. ..... tom• - •'� • L a� 01 7� cl P.E. #038398 Edward A. _ LANDERS, P.E. (305)823-3938 cis CONSULTING ENGINEERS 3 J 0--n Q ,t 61 .. t .. : .... .:.. .. . . ....... `7 I I A-A.. �..� s ' • •' ...... su ,. � :�-- r :'eiAl '�S k 01 3tt 16 r� r � - E P.E. #038398 Edward A. KDERSI POL (345)823-3938 C� 'cl . CONSULTING ENGINEERS 6444 Al 0C, , 4 . 4.n Ak- .... . .. ...... :00 Soo • • �� •• P.E. #038398 Edward A. SANDERS, PoEs (345)823-3938 CONSULTING ENGINEERS TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic ; d CD Concrete Masonry Wall Properties Steel Reinforcement Properties 9 r __'- o tem 8 in E. 29,000,000 psi � t'�,=1,350 psi � 81 For Effective Depth d=3.8125 in Fy 60,000 psi (Table Arranged by Increasing MR) a N fm=1,500 psi fZ Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall U 7 5/8" p fm= 1,350 psi fn m= 1,500 psi �p Bar Bar Bar Bar � Bar Spacing A, MR Bar Spacing A. MR Bar Spacing A MR Bar Spacing A MR ' Size (in) (int/ft) (in-lb/ft) ize (in) in (in-Ib/ft Size (in) (int%ft) (in-Ib/ft) Size (in) (int%ft) (in-Ib/ft) CO 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1.49 21,860 8 72 0.13 8,928 =3 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0,90 20,647 4 24 0.10 8,348 1:2 6 8 0.66 17,730 6 56 0.09 7,804 6 8 0.66.- 19,2017 72 0.10 8,114 0 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.59 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5. 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 > 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 C. 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 N 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 i 1 6 24 0.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16 - 12,315 4 48 . 0.05 4,278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0.15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,838 5 96 0.04 3,254 8 56 0.17 1147$ 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 6.'• •14 0.13: ;0-.8f 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 54 • •0.13: j8;432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8. • •64 0.15 10b4W 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706 648 0.11• 9,1;6 •4 12.0_ 0.02_ 1,711 7 64 0.11 8,530 •• 7 . . 64 0.11 • 9,V 28 Cn • •• • • • • • • • CD O • • • • • • • • • • ••• • • • ••• • • i, e Aj Io 0/ VJI I/. I C.- •••�•• •• • ••••.• 'i • i.,� r'' 1 . • '-!a-1, ,+y�ydt. •• k Z r/, 'Z /LF � I S?/U s n G Edward A. P.E. #038398 LANDERS I PeEl (305)823-3938 CSS CONSULTING ENGINEERS i .'• ' �S � �� td � Lt St a 0. 2 0 6 f N of 601, • • •••• •••••• 77—) . . . . ...... nn . z F=c 4 x S (- — —c r - 2 VO u,, Edward A. P.E. #038398 LANDERS, P.E. (345)823-3938 �/ f CONSULTING ENGINEERS { (> Fb 4-G T7 o, �a USl - C-: 2- � t � 1 . . .... ...... • • • op- • • • • •••••• P.E. #038398 Edward A. SANDERS, P,E. (305)823-3938 AQP CONSULTING ENGINEERS AMERICAN 410jtft WOOD COi.N"AL March 2013 ADDENDUM to the 2012 and previous versions of the Design Values for Wood Construction (a supplement to the National Design Specification® (NDS®) for Wood Construction) Effective June 1, 2013, design values for all grades of visually-graded Southern Pine and Mixed Southern Pine lumber, 2"-4"thick will change.The design values to use with the 2012 NDS, 2005 NDS, and the 2001 NDS are shown below (values that will change on June 1, 2013 are shown as underlined).These values supersede values published in the AWC March 2012 Addendum. Table 413 Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" .4" thick)' 2,1,1,5 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 413 ADJUSTMENT FACTORS 1 Design values in pounds per square inch(psi) *004 Species and Tension Shear Com ression Compression • • •••• • •••• Size p p • Gradin!? • commercial parallel parallel perpendicular parallel ModdlySaf • Spe6lfi • Rules • grade classification Bending to grain to grain to grain to grain Elasticity GreviV* •Agent • Fb F, F„ F F. E G • SOUTHERN Dense • • • Structu allect 2 700 1 600 175 660 2550 1,900,000 aaa,000 •• • • ••• Select Structural 2 350 1 650 175 565 1 800 1,800,00U �E(T11b0 •• 04 000 Non-Dense • • • Select Structural 2050 1 450 175 480 1 600 1,600.000• 5130000 • • • ••:• Select Structual No.1 Dense 1650 11100 175 660 1,7501,800,00; 6;0,000 • •• No.1 2"-4"wide 1500 1 000 175 565 1650 1,600,000 580,000 O."•44• 040000 No.1 Non-Dense 1300 875175 480 1,550 1,400,OOd 5i()U00 • SPIB •••. Not Dense 1y00 750 175 660 1500 1,600,000 IfLo 0 •••• • • No.2 11100 675 175 565 1,450 1,400,000 510,000 • No.2 Non-Dense 1.050 600 175 480 1450 1,300,000 470,000 No.3 and Stud 650 400 175 565 850 1,300,000 0,000 470.000 Construction 875 500 175 565 1600 1,400,000 510.000 Standard 4"wide 47 27M5 175 565 1 .300 1.200.000 440.000 0.55 Utility 225 125 175 565 850 1,200,000 440.000 Dense Select Structural 2400 1650 175 660 1 9010 1,900,000 690,000 Select Structural 2.100 1 450 175 565 1 600 1,800,000 660,000 Non�D se Select tru 1650 1.300 175 480 1700 1,600,000 580,000 Select Structural _.— � No.1 Dense 1500 1000 175 660 1650 1,800,000 660,000 No.1 5"-6"wide 1350 875 175 565 1 550 1,600,000 580.000 0.55 SPIB No.1 Non-Dense 1_` 775 175 480 1450 1,400,000 510.000 No.2 Dense 1650 650 175 660 1 450 1,600,000 580.000 No.2 1000 600 175 565 1400 1,400,000 510,000 No.2 Non-Dense 950 525 175 480 1.350 1.300,000 470,000 No.3 and Stud 575 350 175 565 800 1.300,000 470.000 Dense Select Structural 2.200 1_`50 175 660 1 650 1,900,000 690,000 Select Structural 1.950 1350 175 565 1 700 1,800,000 660,000 se Select tru 1700 1300 175 480 1650 1,600.000 580.000 Select Structural No.1 Dense 1350 900 175 660 1 600 1,800,000 660,000 No.1 8"wide 1,250 800 175 565 1100 1,600,000 580.000 0.55 SPIB No.1 Non-Dense 1.100 700 175 480 1.400 1,400,000 510,000 No.2 Dense 975 600 175 660 1400 1,600.000 580.000 No.2 925 550 175 565 1,350 1,400,000 510,000 No.2 Non-Dense 875 Soo 175 480 1300 1.300.000 470,000 No.3 and Stud 1 1 525 325 175 565 775 1,300,000 470,000 222 Catoctin Circle, SE, Suite 201 •Leesburg.VA 20175•202 463-2766•www.awc.or •info@a,,Vc.org p @ 9 2012 NDS Supplement Addendum March 2013 Page 2 Design values in pounds Per s uare inch( si) Species and Tension Shear Compression pression Compression Grading commercial parallel parallel perpendicular rade classification Bending to rain to rain P o Parallel Gravity Rules g 9 9 9 grain to grain Modulus of Elastiaty Gravity' Agency Ft, Ft F„ F F, E Emt" G • Dense Select Structural 1_0 1,300 175 660 1 600 1,900,000 690,000 Select Structural 1 700 1 150 175 565 1650 1.800,000 660,000 Non-Dse Select tru 1500 1.050 175 480 1600 1.600,000 580.000 Select Structural No.1 Dense 1 200 800 175 660 1550 1,800,000 660,000 No.1 10"wide 1 050 L 175 565 1 450 1.600.000 580.000 0.55 SPIB No.1 Non-Dense 2Q M 175 460 1.40() 1.400.000 510.000 No.2 Dense 850 525 175 660 1,350 1,600,000 580.000 No.2 800 475 175 565 1.300 1.400.000 510.000 No.2 Non-Dense 750 425 175 480 1_,250 1.300.000 470,000 No.3 and Stud 475 1 275 175 1 565 750 1,300.000 470.000 Dense Select 1300 1 250 175 660 f 750 1,900,000 690,000 Structural Select Structural 1600 1100 175 565 1650 1,800,000 660,000 Non-Dense Select Structural 1 400 975 175 480 1 550 1.600,000 580.000 000 No.1 Dense 11100 750 175 660 1500 1,800,000• 6604000 •000 • • •••• No.1 12"wide 1 000 650 175 565 1 400 1.600.000•• SD k 0.°15 • • SPIB •• No.1 Non-Dense 900 5.75 175 480 1.350 1,400,0000 0 JW.000 • • • • No.2 Dense 800 500 175 660 1 300 1.600.000• 0 0 • • • No.2 Q 175 565 1.250 1,400.000 10.000 •9 0 0 0• No.2 Non-Dense 700 400 175 480 1. 1,300,000o . _250 1300000• 470000 0•• 0 0 0 No.3 and Stud 450 250 1 175 1 565 1 725 1,300,000 jAlg0 • • • :••• • • ••• •• ••• • • • • • Select Structural 2,050 1,200 175 565 1,800 1,600,000 5 ,000 •••• • No.1 1,450 875 175 565 1,650 1,500,000• S' 0 0 No.2 2"-4"wide 11100 675 175 565 1450 1,400,0000 510,000 4.51 0 0•*• • No.3 and Stud 650 400 175 565 850 1,200;0009 440}000 ••••4.• • • Construction • •••• $�Q ;ZQQ 175 565 1.600 1,300,000 .4-70,40 000 • • • Standard 4"wide 475 275 175 565 1 200 1,200,000 440,000 0.51 0 Utility 225 125 175 565 850 1,100,000 400,000 Select Structural 1,850 1,100 175 565 1,700 1,600,000 580,000 No.1 1,300 750 175 565 1,550 11500,000 550,000 No.2 5"-6"wide 1100 600 175 565 1,_00 1,400,000 510,000 0.51 No.3 and Stud 575 350 175 565 775 1,200,000 440,000 Select Structural 1,750 1,000 175 565 1,600 1,600,000 580,000 No.1 1,200 700 175 565 1,450 1,500,000 550,000 SPIB 8"wide 0.51 No.2 925 550 175 565 1350 1,400,000 510,000 No.3 and Stud 525 1 325 175 565 800 1,200,000 440,000 Select Structural 1,500 875 175 565 1,600 1,600,000 580,000 No.1 1,050 600 175 565 1,450 1,500,000 550,000 10"wide 0.51 No.2 800 475 175 565 1200 1,400,000 510,000 No.3 and Stud 475 275 175 565 750 1,200,000 440,000 Select Structural 1,400 825 175 565 1,5501,600,000 580,000 No.1 975 575 175 565 1,400 1,500,000 550,000 12"wide 0.51 No.2 750 450 175 565 1250 1,400,000 510,000 No.3 and Stud 450 1 250 175 565 725 1,200,000 1 440,000 1, LUMBER DIMENSIONS.Tabulated design values are applicable to lumber that will be used under dry conditions such as in most covered structures.For 2"to 4"thick lumber the DRY dressed sizes shall be used(see Table 1A)regardless of the moisture content at the time of manufacture or use.In calculating design values,the natural gain in strength and stiffness that occurs as lumber dries has been taken into consideration as well as the reduction in size that occurs when unseasoned lumber shrinks.The gain in load carrying capacity due to increased strength and stiffness resulting from drying more than offsets the design effect of size reductions due to shrinkage. 2. STRESS-RATED BOARDS.Information for various grades of Southern Pine stress-rated boards of nominal 1", 1114",and 111:°thickness, 2"and wider is available from the Southern Pine Inspection Bureau(SPIB)in the Standard Grading Rules for Southern Pine Lumber. V 2012 NDS Supplement Addendum March 2013 Page 3 1 3. SPRUCE PINE.To obtain recommended design values for Spruce Pine graded to SPIB rules,multiply the appropriate design values for Mixed I Southern Pine by the corresponding conversion factor shown below and round to the nearest 100,000 psi for E;to the nearest 10,000 psi for E,,,,,; to the next lower multiple of 5 psi for F„and F,;;to the next lower multiple of 50 psi for Fb,F,,and F.if 1,000 psi or greater,25 psi otherwise. CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR SPRUCE PINE Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Bending to grain to grain to grain to grain Elasticity Fb F, F,, Fu F. E and Em," Conversion Factor 0.78 0.78 0.98 0.73 0;78 0.82 4. SIZE FACTOR.For sizes wider than 12",use size factors for Fb,F,,and F.specified for the 12"width.Use 100%of the F,,,Fel,E,and i E"„"specified for the 12"width. 5. When individual species or species groups are combined,the design values to be used for the combination shall be th'e lowest design values for each individual species or species group for each design property. 6. Specific gravity,G,based on weight and volume when oven-dry. • •••• • •• ••••• ' e • •• •• • •• •••••• • • • • • •••••• I d(k .. t` v_ Tc2L 7' � ` 7e 61 Z. "► . i tr, (p I • t< Ci" f .• •rye y, • •• r �-ff"i" • 61 P.E. #038398 Edward A. --� LANDERS, RE* (305)823-3938 � CONSULTING ENGINEERS i C Vic- x 3� w IZ (744A) i a �' 1+46—1ky x I x Sls -Z l 3 3.3 00) P.E. #038398 Edward A. --� 1ANDERS, RE. (305)823-3938 CAV CONSULTING ENGINEERS Q)7734 ...... .. . ..... �/� - •�• 73-:��•: ff • ,�.n�� ... -- -- � ,mss ,•c,� t ► crr/t� c G f6p 14" to K1 P.E. #038398 Edward A.LANDERL RE, (305)823-3938 �. CONSULTING ENGINEERS ��, coo ft �. 3 G . 7s- 6 7 .... •••••• •• • •••••• • , t { Edward A. P.E. #038398 ' _ ---- 1ANDERSPOL (345)823-3938 CONSULTING ENGINEERS } r� . . .... ...... ej ...... .. . ...... j- 37 ...... .. . ..... C ) Uva ...... P.E. #038398 Edword A. LANDERS, Me (345)823-3938 CONSULTING ENGINEERS t -IN ...... ..... . n 3 •ee. ... fees r ...... . . . . ., 00:00 00 0 000000 000000 � •vee.• .�.. .. � y.�� J • . . . .00 0 Jig r�T- J4- -z P.E. #038398 Edward A. 1ANDERS, REE (345)823-3938 4 CONSULTING ENGINEERS f MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecsenterprises.com Date 3/20/2017 Project No. 1715389-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes, Customer Name 9929 NE 4th Ave. Rd State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1715389-Ol.wnd f ' , 1 f' Roof not I 1 i r' s� anvil ` 2:I 1 � � 2 . 1 1 I L I I I �Lr I I I ♦ 1 _ � ,r .1 .•. 0000•• a 1 ; • • • •••• • • 0000•• Hii) Roof" ' :....: y • • Ll 0000 • •• •1••• 0000•• •• • 0000• •• •• • •• 0000•• Wind Pressure on Components and Cladding (Ch 3�•.Eart 1) . •• All pressures shown are based upon ASD Design, with a Load Factor of •6 ••••:• • • . . • Width of Pressure Coefficient Zone "a" = 4.8 f�• • 0"•• Description Width Span Area Zone Max Min Max P Min P •00 ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- UPLIFT 2.00 10.00 33.3 1 0.40 -0.85 19.53 -34 .88 UPLIFT 2.00 10.00 33.3 2 0.40 -1.44 19.53 -54 .94 UPLIFT 2.00 10.00 33.3 3 0.40 -1.44 19.53 -54 .94 �-� SKYLITE 2.00 4.00 8.0 2 0.50 -1.70 23.08 -63.81 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 33. 94 psf r$ MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 w:ev.,.mecaenterprises.com Date 3/20/2017 Project No. 1715389-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description wind Pressures City Miami Lakes, Customer Name 9929 NE 4th Ave. Rd State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x56;\MECAWind\1715389-Ol.wnd + Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wird Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor' = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof == 3 : 12 Slope of Roof(Theta) = X t% Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof : 00e HippAcl6 •w••:• RHt: Ridge Ht = 14 .00 ft Eht: Eave Height •w •_ �;u.u0)l: ft 60 OH: Roof Overhang at Eave= 2.00 ft Roof Area ••000t= 6610006ft^6.000• 2 0000•• • • •••••• Bldg Length Along Ridge = 80.00 ft Bldg Width Across $td�t: Zt?6096ft 0 • 0000 • •• ••••w Gust Factor Category I Rigid Structures - Simplified Method so**** 0• • •••••w Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 ••=••0. 850 •• 0000•• •••••• Gust Factor Category II Rigid Structures - Complete Analysis : • 0 • .0 0006 0 Zm: 0. 6*Ht • = •15.01w 1t 0 • lzm: Cc* (33/Zm) ^0.167 6•i6 :0.23x• • :0060: Lzm: 1* (Zm/33) ^Epsilon = 427 .06 ft•: Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0. 90 Gust2: 0. 925* ( (1+1.7*lzm*3. 4*Q) / (1+1. 7*3. 4*lzm) ) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi ! GCPi Internal Pressure Coefficient = +/-0. 18 Topographic Adjustment 0. 33*z = 3. 96 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27 .5.2: V * [Kzt (0.33*z) ] ^0.5 = 175.00 mph. ' Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Nozmal to 70 ft wall L/B = 1.14 ph: Net Pressure at top of wall (windward + leeward) = 37. 98 psf p0: Net Pressure at bottom of wall (windward + leeward) = 37.,98 psf ps: Side wall pressure acting uniformly outward = .55 * ph = 21.05 psf pl: Leeward wall pressure acting uniformly outward = .36 * ph= 13.84 psf pwh: Windward wall pressure -acting uniformly outward = ph-pl = 24. 15 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24 .15 psf �q MWFRS-Wall Pressures for Wind Normal to 80 ft wall L/B _ - 0.88 ph: Net Pressure at top of wall (windward + leeward), = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38. 70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20. 90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14 .71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23. 99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23. 99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 l� Mean roof ht. 0000 Pr, 6 • • • • 0000 00000 0 00 0 • • • • 0 . 0 ... .. . 0000.. Wind • 0.00 • Wall Pressures ,� •••••• g ••• .• • Sep Table 27.6-1 h • 0000 �• .• 00.00 • • .•• '.. • 00000 • • . • 0• •0 Pan • •• 0000.• Plan • I 0000.• • • • • • 0000.• 0000•• P, i • • • • • • • • 0000.• Flevation •• r , Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -35.37 5. 12 2 -24 .35 -7. 17 3 -36.05 .00 4 -32. 18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. t1CIA, U.A �F�4 {.ih4 1 RVL Hipped Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povhl: Overhang pressure for zone 1 = -26.53 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2• Povhl: Overhang pressure for zone 1 = 3.84 psf Povh3: Overhang pressure for zone 3 = .00 psf � iyts� ttLa fvcss-wl I..r till •.•• 09 • . • •••••• •.r• •...�• t • • I { I l � 'VfT LA MIAMI•DADE n AD TY O CO ROL [ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 8 W Street, om 208 BOARD AND CODE ADMINISTRATION DIVISION ami, orida 3, 5-2474 3 599 NOTICE OF ACCEPTANCE NOA n' "a "�'� nomy Birdview Skylights d.b.a.Guy E.Bird Enterprises LTD I 201 Longhorn Road Foil Worth,TX 76179 t Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 'and accepted by Miami-Dade County RER-Product Control Section 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•�Qggty Prod�cj Cgnt of ••• • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coggojpserve the right to • have this product or material tested for' quality assurance purposes. If this product or maWrW fails to perfprm in :0000: the accepted manner, the manufacturer will incur the expense of such testing and the.Airwinay untW41ately ..... revoke,modify,or suspend the use of such product or material within their jurisdiction. 446R-reservesMe vi�lit to ..:..' revoke this acceptance, if it is determined by Miami-Dade County Product Control Section-ttiat thie preduct 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 I:igh.`delocityHurricane ;...• Zone of the Florida Building Code. 0• • • DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. • APPROVAL DOCUMENT: Drawing No.DADE608.1,model"6SF-DADE",sheets 1 &2 of 2,prepared by Birdview Skylights dated February 05,'2008,signed and scaled by Vipin N.Tolat,P.E.,on February 22,2012, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large&Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein and the dome shall be properly marked by GE Plastics. 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 Oficial. This NOA renews NOA#11-0811.08 and it consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned'above. The submitted documentation was reviewed b .Makar,P.E.,M.S. • f �-, --R NOA No.13.0"311.10 MiaMaaaoecouran _ `` Expiration Date: 07/02/2018; 3 L. I 3 Approval Date: 06/13/2013 Page 1 I { Birdview Skylights d.b.a.Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE:. 'EVIDENCE SUBMITTED I 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0303.11 A. DRAWINGS I ' 1. Drmving No. EB696, sheets 1 & 1, model "6SFD-DADE",prepared by Birdview ` Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Al unrinirrn/Polycarbonate Skylight",prepared by Miami Testing Lapol-9tory, report No. K-493`62 issued on.09/10/96, signed and sealed by Ia G. Ober, P.....' ...... C. CALCULATIONS • 1. Anchor Calculation, sheets 2 through,5, dated 08121/96 and sigwtPb9 D.A. •••; Ter►villeger, PE. ...... .. . ..... D. MATERIAL CERTIFICATIONS • .. .. . .. ...... 1. Notice of Acceplunce No. 00-0718.02 issued to General Electr"QVgpany on . •• 09/08/2000,expiring on 07/02/2003. • . . . . ...... 2. Extrusion drawings No. BVS X10947-A &BVS 8554 by Tel Tolver•Exlrusions,•• ;• ••; LTD for Birdvieii,Skylights. •• '••. • z .. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E Bird. 1. No change letter issued by Birdview Skylights on 02/11/03 and signed by G,'E Bird. I 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0611.09 A. DRAWINGS 1. Drmving No. DADE608.1, yodel "6SF-DADE ", sheets 1 & 2 of 2, prepared by q Birdview Skylights dated February 05, 2008, signed and sealed byVipin N.,Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Alunrinum/Polycarbdnate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 05/2312008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. H�elryy A.Makar,P.E.,M.S. t Product Control Unit Supervisor NOA No. 13.0311.10 ' Expiration Date: 07/02/2018 Approval Date: 06/13/2013 E-1 3 I i Birdview Skyliphts I d.b.a.Guy E.Bird EnternrisesLTD NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED b C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolal P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 6666 6666.. 1. None. • 606.06 6• 0 0.00.6 • .666 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11 D&U 08 .. 6. .• A. DRAWINGS 6.66 •• 0.06 1. Drawing No. DA,DF,608.1, model "6SF-DADS ", sheets I & 2 vf•2,;prepcje0 b% •• ••. Birdview SW10ts'datedi February 05, 2008, revised on "brhllry 22,'20'112, 6.6•; signed and sealed by Vipin N. Tolat, P.E., on February 22, 201V%0: ' 6666.. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None, 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADS", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. H , A.Maker P.E.,M.S. Product Control Unit Supervisor NOA No.13-0311.10 Expiration Date: 07/02/2018 Approval Date: 06/13/2013 E-2 l „ 1 . f 4 Birdyiew Skylights d.b.a.Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED B. TESTS 1. None. i C. CALCULATIONS J 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. 6000 6 E. MATERIAL CERTIFICATIONS 4 ""• 0600V 1. None. . • ...... .. . 4 666600 • •....•. •0400• 0000*0 00 •464 • •• 444.6 60.00• 64 • 00064 • ••6.64 4 •0 0 0 0• • • • • 6.464• 6.4.6• • • • •0664• i S f i iL If 1teilfiy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA Ho.13-0311.10 Expiration Date: 07/02/2018 Approval Date: 06/i3/2013 E-3 4 r OUTER POLYCARBONATE DOME(GB LEXAN XL10 OR SHBFFBILA MAKROL.ON SL)U8"THICK 2.373" ��'" INNER POLYCA1tBONATB`DOME(GB LRXAN 9034 OR SHEFFIELD MAKROLON GF).100"THICK I #10 X I"HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" 1.50" FROM EACH CORNER AND 7 1/2"ON CENTER THEREAFTER .125"EXT.ALUMINUM ANGLE(6063-TS) 10%OT SPAN;4"MIN, G.E.SILICONE ADHESIVE SEAL(SCS 1000) 1.50" CONTINUOUS 10164 SANTOPRENE RUBBER GASKET#1409 CONUENSATB GUTTER WITH 0.25"WEEP HOLE LOCATBD AT EACH CORNER #10 X 3/8"SS HW HSMS LOCATED 3 718"PROM EACI I CORNER AND 7 1/2"MAX ON CENTER THEREAFTER NOTE:This design can also be used for other smaller skylights - — .090"EXT.ALUMINUM CURB FRAMING(6063-175). .. _. as long as the longside does exceed 105 1/4 and the short side does not exceed 80 114"and maximum presurea do not exceed ALL ALUMINUM TO BE 6063-TS ALLOY 7.0"' positive 60/negative 80 psf.and total roof opening dimension FULLY MITERED AND WELDED AT CORNER � MiPIUMUM SBE does not exceed 50.875 square foot. ROOF DECK AND SUPPORT(DESIGNED BY OTHERS)ENERAL NOTES#2 6.0" rnnrsucr sen;weu SEB GENERAL NOTES#1 "f"TV-8 wHh eye Rfaf1!„) nC.0H„13.�,3 I r:] #R X I"PAN HEAD LAG SCREW 3 7/8" t.P ryuM.U"u c lo, FROM EACH CORNER,MAX ON CENTER / 7 112".WITH MIN.ROOF DECK Mind-lued"Sn suet ebuhej PENETRATION OF 718'. 3.0" © ROOF MASTIC MAXIUM ROOF OPENING DIMMION 74"X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq.Ft. i ROOF DECK 13®71/2"=971/2" 37 "P.) (BY OTHERS) 14 SCERWS LS _ T 3 7/8"(TYP.) TOTAL 50 SCREW S DESIGN PRESSURE RATING I AT LOCATIONS VIPIN N.TOLAT POSITIVE+60psf NEGATIVE-SOpaf 80 l!4" FASTENER LAYOUT 10@ 7 U4"0 72 l/2` AR THIS,R&C FOR TS SKYLIGHT. FL.REO.#12847 15123 LA RANE N CREEK BK L LS a LONG SIDE It SCREWS SS FOR OTHER SMALLER SIZES HOIj L SS m SHORT SIDE • ••• • • j'RO)ODQ FAST�1ERS®7 112` LARGE MISSIES IMPACT RESISTANT • • • • ON QENiTiIasEACIf SIDE ! ' • •• • • • • • Pttomrcr[tsvtsco t •• • • • • ••• • a Ltd. r— mof oomPytno&%bv nh dwo P1"td."105 1/4" • • • • • Sk • • •a Abf-f-m Ko OBNERALNO01BIRDVIEW SKYLIGHTS 1.THIS SKYLIGHT COMPLIES WITHFBC20 DBA ofGuy E Bird Enterprises,Ltd 0 8la ,z . `I 201 LONGHORN RD.FT.WORTH TX.76179• 2.4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACJIS 99%SHINW, •• • • TELN 817-439-9266 FIAX;817-232-8468 OR BUR WITHOUT INSULATION -• `• • • • • • ' DATE•2-5-08 MODEL fSF_DA FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHTD TWE • • • • s INSULATION THICKNESS TO THE 4tMINIMUM HEIGHT. •� • • • • �•.a�s.tf'2• fL(tZ SHEET I OF 2 •• • • • ••• • • '"'F.A.�7.fY1; .310 I .070 r, yCoil r. Fhe BSorwa { 750, 074 ' r AmcpU=No -. 031 . 070 p :330 By I .090-11 f1l !moi 3 .cua�ol �-�--•r^ --- `:375• t '•F'...i i } a00. j X3.000 •, i � RCF. 2I�eo O t s $y FL VPN OLJT .090 13W O ML M 9 32147 I.,078 f YF WAU. Thth. EXCEPT AS NO'i ED �puS .Ac lees 2. BREAK SHARP CORNERS Al .085 R. BIROVIEW SKYLIGHTS 70rr0 EXTRUS- -- y -- sm ioNa"DPA90 CT SVR7HTX?are i ,•�,t••ti�i�j _._�_. we __._. atasr•uo:wa ua».txtaat \t .s�� v t ��ily ••� '� •�,5- q� ��n(�,r-F,W SKY[ IGH-TF L. 1LGZ:.I�•�•• ••.•.�_MODFJ�nKF•DAPli• �\ ,�� ••\.I C�•� �' ��•• Y'i1ri:�S•t1�7i1ri C7F l nRAwtNQ#&J%1DRAwN9Y8HDSt� N0 �m:� w: aat•i 1 : •7 4 9t25jCi5 6• SV ' FLASHNG i _... su,.a 6063 rs L �84�_ �Q47:h _. ..-. may,•�Q' C F . . . . 00 • • • . • RJpp. • • • • • • • • .,,0,,S; •�- ... Y,�q ENG\, 4 ,��►aaaaaaal • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMhD�ADE MIAMI-DADE COUNTY 1aii�W P NT L SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 2 eet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mi rida 33175-2474 (78 15-2 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w mia dk.gav/erannmv Aft Boral Roofing,LLCHl 12 > 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ)..... . . .... ...... This NOA shall not be valid after the expiration date stated below.The Miami-Dade County-yroduct Coatrol Section ,• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to Katie this ....:. product or material tested for quality assurance purposes.If this product or material fails to'$Mbf n in the accepted; manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,WQdity,or • suspend the use of such product or material within their jurisdiction. RER reserves the rigbt to.jgvoke t.his a*ceptan1 e: . if it is determined by Miami-Dade County Product Control Section that this product or matte Als to:negt the • requirements of the applicable building code. •••... • This product is approved as described herein,and has been designed to comply with the Florida•BuildiQ Lode • including the High Velocity Hurricane Zone of the Florida Building Code. •• ••• DESCRIPTION: Spanish `S' Nuevo 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 manu t r its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0308.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao,R.A. NOA No.: 14-0408.06 MIAMFDADE COUNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 uk Page 1 of 7 t ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Spanish `S' Nuevo Concrete Roof Tile, as manufactured by Boral Roofing LLC in Lake Wales, FL., and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 0000 . . 0000 0000.. 2. PRODUCT DESCRIPTION Manufactured by Test " *duct '• •••••• I" . 000i Applicant Dimensions Specifications e0scrption ' Spanish'S'Nuevo Tile L= 17" TAS 112 High profile, 06464ing,owe-piece,'S'..... W=93 a" shaped,high-pit%:dMextru4e4 cibilcrete••••• H=2 27/32" roof tile a q ui e$with three natl'holes. 'Ftft';• PP Min.0.65 thick direct deck nai;on00,0m0.ortar set o .adhesive . set application. •••••• 0000.. 00 606: Trim Pieces L=varies TAS 112 Accessory trim,tbncfete robfpje jes for•use W=varies at hips,rakes,ridges and valley " Varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Lake Wales,FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail-On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. PA 101 (Adhesive Set) MMNOA No.: 14-0408.06 MIAMMADE COUNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test A2ency Test Identifier Test Name/Report Date The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102(2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering,Inc. PA 102(1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties Feb 2009 TAS 112 •••• Celotex Corporation Testing 520111-3 Static Uplift Testing• •'73ec. 199$ Service 520191-2-1 PA 101 �, �, •.�areh 1999 Walker Engineering,Inc. Calculations Aerodynamic Multipli&.. Jan 2009. Walker Engineering,Inc. Evaluation Calculations 25-7094 0-9-0 .F+ebsuary ISM": Walker Engineering,Inc. Evaluation Calculations 25-7496 oleo April 1996.... Walker Engineering,Inc. Evaluation Calculations 25-7584 "ec ftber 19960• 25-7804b-8 25-7804-4& 25-7848-6 . ;••••• Walker Engineering,Inc. Evaluation Calculations 25-7183 •• :.March 19$5'••: Walker Engineering,Inc. Calculations Two Patty Adhesive Set System Apiil 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity Jan 2009 Walker Engineering,Inc. Calculations Aerodynamic Multiplier 09/01/10 Restoring Moment Due to Gravity 09/02/10 American Test Lab of South RT0130.01-14 TAS 112 02/05/14 Florida RT0426.01-14 TAS 112 05/02/14 MIAMMADE COUNTY NOA No.: 14-0408.06 �Fg...a Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 3 of 7 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 TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. *6060 3.7 May be installed on slopes 7:12 and greater 00000 ••066 3.8 All products listed herein shall have a quality assurance audit in accordance with'the Fldri*g:Building Code and Rule 61 G20-3 of the Florida Administrative Code. ... •. .. """ 6666.. 6666.. 6666 .. 4. INSTALLATION •••• •0 6666. 4.1 Spanish `S' Nuevo Concrete Roof Tile and its components shall be installed fn strict cbn1jj dhce A44.0• Roofing Application Standard RAS 118,RAS 119,and RAS 120. ••6666 0• 4.2 Data For Attachment Calculations .. •••0% 6666 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-I (ft) Width-w (ft) Spanish 'S' Nuevo Tile 1 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers -X(ft) Tile ;L (ft) 1 (ft) Profile Batten Application Direct Deck Application ,Spanish 'S' Nuevo Tile 0.215 0.233 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile Profile 2:12 3:12 4:12 5:12 6:12 7:12 or greater Spanish Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Nuevo Deck Deck Deck Deck Deck Deck Tile 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 NOA No.: 14-0408.06 MIAMFD ge COUNTY 11 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) For Nail-On Systems Direct Deck Direct Deck Tile Fastener Type (min 15/32" (min. 19/32" Battens Profile plywood) plywood) Spanish 'S' 2-10d Ring Shank Nails 28.6 41.2 19.4 Nuevo Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 -#8 Screw 20.7 20.7 18.1 2 -#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3; '..2�0 .. Eave Clip) •• ••• 2-10d Smooth or Screw Shank Nails "':" •• • ••• •• Field Clip) 27.6 27.Er0•0•0 38.6 ;.. .; 2-10d Smooth or Screw Shank Nails • . .. ... . Eave Clip) 38.1 38.1.0 ..0 0 .0 0. 0 0 4&1.8 •• . .. .. . .. ... .. 2-10d Ring Shank Nails 33.1 48. ••••• -45.2 1 Installation with a 4"the headlap and fasteners are located a min. of 2%z"from head of till. 0000 • . . . • • Table 5: Attachment Resistance Expressed as a Moment Mf('ft-lb1) "•• . • for Two Patty Adhesive Set Systems '• Tile Tile Application Minimum Attachment Profile Resistance Spanish `S' Nuevo Tile Adhesive2 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile 3MTm 2-Component Foam Roof Tile Adhesive AH-160 66.5 3MTm 2-Component Foam Roof Tile Adhesive AH-160 38.7 4 Large paddy placement of 63 grams of Wlm2-Component Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3M7m 2-Component Foam Roof Tile Adhesive AH-160. NOA No.: 14-0408.06 MIAWDADE COUNTY Expiration Date: 05/20/19 I Approval Date: 06/05/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - M,(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Spanish 'SNuevo Tile Mortar Set6 24.5 6 Tile-Tite Roof Tile Mortar. 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". . . .... ...... •..... 00 0 •0000• •..•.. •00• 0• . .... . .. 0960 • • . .. . ..... 0 so • . BORAL ROOFING LLC SPANISH`S'NUEVO CONCRETE ROOF TILE(1,AW VALES,F4,.) • (LOCATED ON UNDERSIDE OF TILE) • • • • 00.0:. . • of 0 000 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0408.06 Muu tFDane COON it Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 6 of 7 PROFILE DRAWINGS Fastener Holes 0000 . . 0000 0000.. 0000 . • , 0000•• 0000 •• • • • 0000 • •• 0000. 0000.• • 0000• •• .• • • 0000•0 •.•.• 0 • 1711 • • . . . 0000.. 9-W4 ,... ; 00 SPANISH `S' NUEVO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 14-0408.06 MLAMMAoecourtrir Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 7 of 7 of MIAMl� M MIAMI-DADE COUNTY D L TION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 t om 208 BOARD AND CODE ADMINISTRATION DIVISION is FIon' 75-2474 T . 8 15- 0 F( $: 315-2599 NOTICE OF ACCEPTANCE OA 1a ade. /econom Tremco Inc. 3735 Green Road Beachwood,Ola 44122 0 Py SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section 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 Fforid BuildinjoCZde 0*0•:• including the High Velocity Hurricane Zone of the Florida Building Code. • ...... .. . ...... ...... DESCRIPTION: Tremco Built-Up-Roof Systems over Wood Decks •"• .• • .... . .. ..... ...... .. . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or log"city,state a nafollowing..... statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereo.•;•; • RENEWAL of this NOA shall be considered after a renewal application has been filed acid 1114 has been ng chani"'; 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 mof cturer or its distributors and shall be available for inspection at the job site at the request of the Building O This NOA renews NOA# 13-0109.05 and consists of pages 1 throu The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0927.13 MIAMI•DADE COUNTY Expiration Date:03/28/22 Approval Date: 03/16/17 Page 1 of 24 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category BUR Deck Type: Wood Material: Fiberglass Maximum Design Pressure -77.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description BURmastic Adhesive 5 or 55 gallon Proprietary Cold applied ply sheet and surfacing adhesive. BURmastic Adhesive SF 5 or 55 gallon Proprietary Cold applied ply sheet and surfacing adhesive. BURmastic Composite Ply 36"x 66.6' ASTM D 4601 Type II asphalt impregnated glass felt for use in Type II conventional and modified bitumen built-up roofing. BURmastic Glass Ply 36"x 72' ASTM D 4601 Asphalt impregnated Type II polyester/fiberglass/polyester composite for use in conventional and modified bitumen built-up roofing. •••• •••••• BURmastic Glass Ply 28 lb 36"x 108' ASTM D 4601 Asphalt coated, fib8fgjft9s reinfdteAase/ply Type H sheet. 9999 .. One Coat Aluminum 5 gallon ASTM D 2824, Fiber Aluminum pigm% ted roof costing. .• .. Type III 96.00. 90 0 9999. .. .. . . 9999.. Double Duty Aluminum 5 gallon ASTM D 2824 Aluminum pigmel}A;gof coating,. • ICE Coating 5 and 55 gallons Proprietary High solids,watef based,elastppleAr.coatit►g'••• Tremlastic SP 5 or 55gallon Proprietary Non-fibered,poly14q*mpdified.vphalt ;••••; emulsion. '9 FAS-N-FREE System Proprietary One part,solvent free adhesive used for adhering Approved insulations to Approved substrates. Tremco Low Rise Foam 1.5 liters Proprietary One part, solvent free adhesive used for Insulation Adhesive adhering Approved insulations to Approved substrates. Tremco Low Rise Foam 1.5 liters Proprietary One part, solvent free adhesive used for Insulation Adhesive(BG) adhering Approved insulations to Approved substrates. Tremco Low Rise Foam 1.5 liters Proprietary One part, solvent free adhesive used for Insulation Adhesive Green adhering Approved insulations to Approved substrates. NOA No.: 16-0927.13 MIAMI DADE COUNTY Expiration Date:03/28/22 Approval Date: 03/16/17 Page 2 of 24 PolyTHERM Roofing Ply 10 squares per Proprietary Continuous filament, spun bonded polyester ply roll sheet for use in conventional and modified 393/4"wide bitumen built-up roof systems. POWERply Modified Hot Melt 60 lb. Keg Proprietary Polymer modified hot melt adhesive systems. Adhesive Premium I1I 100 lb. ASTM D 312 Type III asphalt for use in built-up roofing systems. Premium W 100 lb. ASTM D 312 Type IV asphalt for use in built-up roofing systems THERMastic Adhesive 60 lb. Proprietary All purpose roof cement. THERMglass Type W 3' x 180' ASTM D 2178 Type IV asphalt impregnated glass felt for use Type IV in conventional and modified bitumen built-up roof systems. THERMglass VI 3'x 180' ASTM D 2178 Type VI asphalt impregnated glass felt for use Type VI in conventional and modified bitumen built-up roof systems. TREMprime WB primer 5 gallon Proprietary Water based roofing primer. Rock-It Adhesive 5 or 50 gallon Proprietary A white,highly reflective,low volatile surfacing containers adhesive •••• Rock-It WB Adhesive 5 or 50 gallon Proprietary A water based wAIe. 1 re4eG•I•�G•e,low ••••• .' containers volatile surfacing adhgsive •..' 0 0 0 0:. BURmastic Modified Composite 3'X 72' rolls ASTM D 4601- A polyester/glass/porye'sler trilaminate :0000: Ply 98 Type II reinforcement coaledwllh waterpropiing asalt - modified with SB5jVppgr •• 0 ••;••• BURmastic Composite Ply 3'X 72' rolls ASTM D 4601- A polyester/glass/pblYMter trilamifiate •••••• Premium 98 Type II reinforcement coaVcMth waterprbofing asphalt. :...:. ...... BURmastic Modified Premium 3'X 72'rolls ASTM D 4601- A polyester/glass/pelyes;er trilartanate +.... Composite Ply 98 Type U reinforcement coated with waterpr;Ang asphalt modified with SBS rubber MIAMFDADE COUNTY NOA No.: 16-0927.13 . Expiration Date: 03/28/22 Approval Date: 03/16/17 Page 3 of 24 BURmastic Supreme Composite 3'X 72'rolls ASTM D 4601- A polyester/glass/polyester trilaminate Ply 98 Type II reinforcement coated with waterproofing asphalt. BURmastic Modified Supreme 3' X 72'rolls ASTM D 4601- A polyester/glass/polyester trilaminate Composite Ply 98 Type II reinforcement coated with waterproofing asphalt with SBS rubber POWERply HT Base 3' X 72' rolls ASTM D 4601 A smooth surfaced,modified bitumen base ply Type I sheet constructed with a non woven fiberglass mat/fiberglass scrim/polyester mat trilaminate reinforcement coated with an asphalt modified with an SBS elastomer. POWERply HE Base 39 3/8"x 51'5" ASTM D 6164 A smooth surfaced,high elongation modified rolls Type 1 Grade S bitumen base sheet constructed with selected bitumens,modified with compatible SBS elastomers and reinforced with a non woven polyester mat. POWERply Heavy Duty Base 3'X 36' ASTM D 6163 A smooth surfaced high strength modified Type III Grade S bitumen base ply sheet constructed with a non woven fiberglass mat/fiberglass scrim bilaminate reinforcement coater rjth an asphalt modified with an $BS elastom8ir, • ...... .. . ...... APPROVED INSULATIONS: •; • TABLE 2 ""'• .... . .. ..... Product Name Product Description ,,,•).Manu �cQer •• ..�.iV'th CutrftLNOA).... .• ENRGY 3 Polyisocyanurate foam insulation 7bnbs Manvilre Corp. . . . . ...... ENRGY 3 Plus Polyisocyanurate foam insulation Johns Ma$kilte Corp. . ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corforation Ultra-Max Polyisocyanurate foam insulation Rmax Operating,LLC Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC DensDeck Silicon coated gypsum board Georgia-Pacific Gypsum LLC Structodek High Density Fiberboard Wood fiberboard insulation Blue Ridge Fiberboard,Inc. Roof Insulation Trisotech G Polyisocyanurate foam insulation Tremco Inc. High Density Wood Fiberboard Wood fiberboard insulation Generic Perlite Insulation Board Perlite insulation Generic NOA No.: 16-0927.13 F-'1AD'COUNTY Expiration Date: 03/28/22 Approval Date:03/16/17 Page 4 of 24 APPROVED FASTENERS/ADHESIVES: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast 12 Insulation fastener for steel and Various SFS Intec,Inc wood decks 2. Dekfast 14 Insulation fastener for steel, Various SFS Intec,Inc concrete and wood decks 3. Dekfast 15 HS Insulation fastener for steel, Various SFS Intec,Inc concrete and wood decks 4. #12 Standard Roofgrip Insulation fastener for steel and Various OMG,Inc. wood decks 5. #14 Roofgrip Insulation fastener for steel, Various OMG, Inc. concrete and wood decks 6. #15 Roofgrip Insulation fastener for steel, Various OMG,Inc. concrete and wood decks 7. OMG 3"Galvalume 3"round galvalume steel plate 3"round OMG,Inc. Steel Plate 0000 . . 0000 0000.. 8. Accutrac Hextra Pre-assembled Insulation fastener #12 dia.by 8 AT. ' L71 ;Inc. 00.0 00 0 000000 and plate (203mm)mai00��• � • length •0.0 0• 0000 .. 9. 3 in.Round Metal Plate Galvalume stress plate 3"round7••••0 fAM, Inc. ••;••• 000000 00 . 00000 10. OMG Plastic Plate Polypropylene plastic plate 3.25"round•••0• bW•Inc. ••0•:' 0000.. 11. Trufast#12 DP Fastener Insulation fastener for steel and Various ;kltenloh Hrinck&C"..:• ..1000 wood decks ••• •U.S.,Inc. :0000: .. 0 000 12. Trufast#14 HD Fastener Insulation fastener for steel, Various Altenloh,Brinck&Co. concrete and wood decks U.S.,Inc. 13. Trufast#15 EHD Insulation fastener for steel, Various Altenloh,Brinck&Co. Fastener concrete and wood decks U.S.,Inc. 14. Trufast 3"Metal 3"round galvalume AZ55 steel 3"round Altenloh,Brinck&Co. Insulation Plate plate U.S.,Inc. 15. Dekfast Hex Plate Galvalume hex stress plate 2 7/8" x SFS Intec,Inc. 3 1/4" 16. Dekfast DekFlat Round Polypropylene locking plate 3"x 3 1/4" SFS Intec,Inc. Plastic Lock Plate 17. Tremco#14 HD Fastener Insulation fastener Various Tremco,Inc. NOA No.: 16-0927.13 MuAru•�e couNrtr Expiration Date: 03/28/22 Approval Date:03/16/17 Page 5 of 24 APPROVED FASTENERS/ADHESIVES: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 18. Tremco 3"Metal 3"round galvalume AZ50 steel 3"round Tremco,Inc. Insulation Plate plate 19. Tremco#12 DP Fastener Insulation fastener for steel and Various Tremco,Inc. wood decks 20. Tremco#15 EHD Insulation fastener for steel, Various Tremco,Inc. Fastener concrete and wood decks 21. Millennium One Step Polyurethane two component high 1.5 liters Adco Products,Inc. Foamable Adhesive rise insulation adhesive d.b.a.Royal Adhesives &Sealants,Inc. 22. Millennium PG-1 Pump Polyurethane two component high 1.5 liters Adco Products,Inc. Grade Adhesive rise insulation adhesive d.b.a.Royal Adhesives &Sealants,Inc. 23. Millennium One Step Polyurethane two component high 1.5 liters Adco Products,Inc. Green Foamable rise insulation adhesive d.b.a.Royal Adhesives Adhesive &Sealants,Inc. . . .... ...... EVIDENCE SUBMITTED: • Test Agency Test Identifier Descriptioil••;•• •• Date •••••• ...... Factory Mutual Research Corporation 2Y5A2.AM FM 4470 .... LI/16/94.... OZ8A3.AM FM 4470 '....' '.6/13/95.... 2Y9A5.AM FM 4470 000000 •• 1-1/13/95-:--* 3003102 FM 4470 •• ••* -1'4104199...•• 2DIA8.AM FM 4470 ; '07/27/00 '. ODOA9.AM FM 4470 :...U01/00""' 3010780 FM 4470 04/18/01•••• 3015502 FM 4470 •••-a30/04 3024975 FM 4470 11/21/06 3021358 FM 4470 11/19/08 3043423 FM 4470 12/14/11 3045534 FM 4470 04/04/12 3045650 FM 4470 09/27/12 3047916 FM 4470 12/13/12 PRI Asphalt Technologies,Inc. TRE-15-02-01 Physical Properties 05/25/99 Underwriters Laboratories,Inc. R4170 UL790 01/01/95 IRT of S.Florida 00012 TAS 114 08/03/00 PRI Construction Materials Technologies TRE-056-02-01 ASTM D 4601 07/25/12 TRE-057-02-01 ASTM D 4601 07/25/12 TRE-058-02-01 ASTM D 4601 07/25/12 NOA No.: 16-0927.13 MIAMFDAUE COUNTY Expiration Date: 03/28/22 Approval Date: 03/16/17 Page 6 of 24 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date TRE-060-02-01 ASTM D 5726 07/25/12 TRE-061-02-01 ASTM D 6163 10/01/12 TRE-062-02-01 ASTM D 6164 10/04/12 TRE-075-02-01 ASTM 6152 12/04/12 TRE-068-02-01 ASTM D 3019 12/05/12 TRE-069-02-01 ASTM D 3019 12/05/12 TRE-070-02-01 ASTM D 4479 12/05/12 TRE-071-02-01 ASTM D 3019 12/05/12 TRE-072-02-01 ASTM D 5100 12/05/12 TRE-073-02-01 ASTM D 312 12/05/12 TRE-074-02-01 ASTM D 312 12/05/12 TRE-076-02-01 ASTM D 6152 12/05/12 TRE-077-02-01 ASTM D 1227 12/05/12 TRE-078-02-01 ASTM D 1227 12/05/12 TRE-079-02-01 ASTM D 41 12/05/12 TRE-080-02-01 ASTM D 6083 12/05/12 TRE-081-02-01 ASTM D 2824 12/05/12 TRE-082-02-01 ASTM D 4586 12/05/12 TRE-083-02-01 ASTM D 2824 12/05/12 TRE-106-02-01 ASTM D 2178 ...L2/19/12 TRE-107-02-01 ASTM D 2118 '--41/19/12b•••.• . . ...... .. . ...... ...... . .... .. . .... . .. ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 16-0927.13 MIAWDADE COUNTY Expiration Date:03/28/22 �® Approval Date:03/16/17 Page 7 of 24 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32'or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply,BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply,BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base, POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb mechanically attached to the wood deck using 11 ga.annular ring shank nails and 1 s/s" tin caps spaced 6" o.c. in the lap and two rows staggered in the center of the sheet,9"o.c. One or more layers of any of the following insulations: Base Insulation Laver Insulation Fasteners Fastener Density/ft' Table 3 Trisotech-G,ENRGY 3,ACFoam-II,Ultra-Max,Multi-Max FA-3,ENRGY 3 Plus Minimum 1.5" thick N/A ••WA . . •00• 0000.0 Top Insulation Laver Insulation Fastener s......Fastewe1**nsitylW.::. Table 3 *00:0* 0000.. ENRGY 3 Plus ." ' Minimum 1.5"thick N/A N�A i• • .. .. . .. 0000.. Structodek High Density Fiberboard Roof Insulation 0000.. .• Minimum%"thick N/A NEA ••••:• 0000.. DensDeck •• ••• • Minimum 1/4"thick N/A NIA Note: Insulation shall be adhered to the anchor sheet in full moppings of approved asphalt within the EVT range and at a rate of 2040 lbs/100 ft'or in FAS-N-FREE insulation adhesive applied in ribbons at a coverage rate of 1.5 gallons per square or in one of the following: Tremco Low Rise Foam Insulation Adhesive,Tremco Low Rise Foam Insulation Adhesive(BG),Tremco Low Rise Foam Insulation Adhesive Green,Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade Adhesive or Millennium One Step Green Foamable Adhesive applied in'/4"wide ribbons spaced 12"o.c.Please refer to Roofing Application Standard RAS 117 for insulation attachment.Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate.Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. NOA No.: 16-0927.13 Mwr��e tout Expiration Date: 03/28/22 Approval Date: 03/16/17 Page 8 of 24 Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of THERMglass Type IV,THERMglass VI or PolyTHERM Roofing Ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium III,Premium IV or Type III asphalt at 30 to 35 lb/sq for each ply or three or four plies of Approved Type IV or Type VI ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium III,Premium IV or Type III asphalt at 30 to 35 lb/sq for each ply. (See specification number for appropriate number of plies). Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq. of Tremlastic SP surfaced with Double Duty Aluminum coating at 3/4 gal./sq or ICE Coating applied in a single coat at a maximum coverage rate of 4 gal./sq. or One Coat Aluminum applied in one coat at a maximum coverage rate of 2.5-3 gal./sq. 2. Flood coat of THERMastic Adhesive and gravel at application rates of 3.5 gal'./sq. and 400 lbs./sq.,respectively. 3. Flood coat of BURmastic Adhesive with applications rates of 4-5 gal.A or Pre•nifiim III, •••• • Premium IV or Type III asphalt at 30 to 35 Ib./sq. and gravel at 4001bsAq.,re4pe(:Mly. •• 0000.. .. . 0000.. 4. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-IzW.l3Adhesive at 5 gal./,sq. . 5. Prime surface with TREMprime WB primer at a rate of 200400 sq§refgallorMplIlf ICE' Coating in two coats at a maximum coverage of 2 gal./sq. or a singe coat at a •• • maximum •. . • •• coverage rate of 4 gal./sq. • .. .. . .. 000000 6. Apply One Coat Aluminum to surface with a minimum coverage*tte pfV.5-3 gal.I sq. •, 0 0 0000.. 0000.. 0 Maximum Design 0 0 :0900: Pressure: -77.5 psf. (See General Limitation#9.) 00 0 009• NOA No.: 16-0927.13 MIA►�H�e COUNTY Expiration Date: 03/28/22 Approval Date:03/16/17 Page 9 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply,BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply,BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base, POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb mechanically attached to the wood deck using 11 ga. annular ring shank nails and 1-1/8"tin caps spaced 6"o.c.in the lap and two rows staggered in the center of the sheet,9" o.c. One or more layers of any of the following insulations: Base Insulation Laver Insulation Fasteners Fastener Density/ft' Table 3 Trisotech-G,ENRGY 3,ACFoam-II,Ultra-Max,Multi-Max FA-3,ENRGY 3 Plus Minimum 1.5"thick N/A N/A Top Insulation Laver Insulation Fasteners• Fast e ---l-ensity/ftZ••• Table 3 •„• ,,, ,• ENRGY 3 Plus 0.0.09 •• •••••• Minimum 1.5” thick N/A 000000 14 /A :....: .... . .. ..... Structodek High Density Fiberboard Roof Insulation • Minimum%"thick N/A 00.00• 1�fA ,,,,,, DensDeck 0 ...... Minimum '/4"thick N/A ,•, N/A ;,,•„ Note: Insulation shall be adhered to the anchor sheet in full moppings of approved asphalt within theTVT range and at a rate of 2040 lbs/100 ft'or in FAS-N-FREE insulation adhesive applied in ribbons at a coverage rate of 1.5 gallons per square or in one of the following: Tremco Low Rise Foam Insulation Adhesive,Tremco Low Rise Foam Insulation Adhesive(BG),Tremco Low Rise Foam Insulation Adhesive Green,Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade Adhesive or Millennium One Step Green Foamable Adhesive applied in'/."wide ribbons spaced 12"o.c.Please refer to Roofing Application Standard RAS 117 for insulation attachment.Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate.Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. NOA No.: 16-0927.13 �FJJJXSYMu►h�Fo�eJVI Expiration Date:03/28/22 Approval Date: 03/16/17 Page 10 of 24 Ply Sheet: Three or four plies of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply adhered in 3.5 gal./sq.f 15%of BURmastic Adhesive or BURmastic Adhesive SF(See specification number for appropriate number of plies). Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq.of Tremlastic SP surfaced with one of the following: a) Double Duty Aluminum coating at'/4 gal./sq. b) 60 lbs.#11 3M roofing granule's in wet Tremlastic SP. c) Crushed Stone,nominal 3/64"-3/8" at 240lbs./sq. in wet Tremlastic SP. d) ICE Coating applied in a single coat at a maximum coverage rate of 4 gal./sq. e) One Coat Aluminum applied in one coat at a maximum coverage rate of 2.5-3 gal./sq. 2. Flood coat of BURmastic Adhesive and gravel at application rates of 4-5 gal./sq.and 400 lbs./sq.,respectively 3. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It WB Adhesive at 5 gal./sq. 4. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.Apply ICE Coating in two coats at a maximum coverage of 2 gal./sq.or a single coat at a maximum coverage rate of 4 gal./sq. 5. Apply One Coat Aluminum to surface with a minimum coverage rate of 2.5-3 gal /.S q. . . 0000 .000.0 Maximum Design . . . . Pressure: -77.5 psf. (See General Limitation#9.) 0000.. 0000.. 0000 .. 0000 . .. 0000. .. .. . .. 0000.. 0000.. 0000.. NOA No.: 16-0927.13 Mu►r�aawe coUNTY Expiration Date: 03/28/22 FAUVOY1 33Approval Date:03/16/17 Page 11 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically fastened,top layer adhered with approved asphalt or adhesive. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' Trisotech G,ACFoam-II Minimum 1.3"thick See any approved fastener in table 3 1:3 ft' ENRGY 3 Minimum 1.4"thick 1,2,3,4,5,6,7, 15, 16 1:3 ft' 11, 12, 13,14, 17, 18, 19,20 1:4 ft' ENRGY 3 Plus Minimum 1.5"thick 4,5,6,7 1:3 ft' 1,2,3,7,8,9, 10,11,12, 13, 14, 15,16, 17, 1:4 ft' 18, 19,20 Ultra-Max Minimum 1.5"thick See any approved fastener in table 3 ..1:2.9 ft, . . .... ...... Approved Perlite Insulation Board •• ••• • Minimum 3/4" thick See any approved fastener in tabld 3•;•• ••1:2 ft2 •••••• Note: Base layer shall be mechanically attached with fasteners and density describe above. Insolation panel•• listed are minimum sizes and dimensions; if larger panels are used, the number of fgstppfrs peI-•bogrd shajtpg•• increased maintaining the same fastener density.See Roofing Application Standard MAX 117 for:ratteder deft.. Ton Insulation Laver Insulation Fasteners %• as ever •••••• Table 3 .•. •Density/ft2;•••• Trisotech G,ACFoam-II ••; Minimum 1.3"thick N/A N/A ENRGY 3 Minimum 1.4"thick N/A N/A ENRGY 3 Plus Minimum 1.5" thick N/A N/A Ultra-Max Minimum 1.5"thick N/A N/A Approved Perlite Insulation Board Minimum 3/4" thick N/A N/A NOA No.: 16-0927.13 MwrtFoc=ADE Expiration Date: 03/28/22 Approval Date:03/16/17 Page 12 of 24 Approved High Density Wood Fiberboard Minimum Y2"thick N/A N/A Note: Apply top layer of insulation in a full mopping of approved hot asphalt applied within the EVT range and at a rate of 2040 lbs/100 W-or in FAS-N-FREE insulation adhesive applied in ribbons at a coverage rate of 1.5 gallons per square or in one of the following: Tremco Low Rise Foam Insulation Adhesive, Tremco Low Rise Foam Insulation Adhesive (BG), Tremco Low Rise Foam Insulation Adhesive Green, Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive or Millennium One Step Green Foamable Adhesive applied in 3/4" wide ribbons spaced 12" o.c. Refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of THERMglass Type IV,THERMglass VI or PolyTHERM Roofing Ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium III,Premium IV or Type III asphalt at 30 to 351b/sq for each ply or three or four plies of Approved Type IV or Type VI ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium III,Premium IV or Type III asphalt at 30 to 35 lb/sq for each ply.(See specification number for appropriate number of plies). •••• . . .... ...... Surfacing: (Required) Install one of the following: •:' •• ...... 1. Two part surfacing consisting of 4-5 gal./sq.of Tremlastic SP surfawAvith Doj$le puty ;•••• Aluminum coating at 3/4 gal./sq or ICE Coating applied in a single coat ata maxim p'coverue. rate of 4 gal./sq.or One Coat Aluminum applied in one coat at a mexinneim coverage rate of.:..' 2.5-3 gal./sq. •• •• •• •••••• 2. Flood coat of THERMastic Adhesive and gravel at application rats oi' 3;5 gal.jsq.bpd 400.. „• lbs./sq.,respectively. 3. Flood coat of BURmastic Adhesive with applications rates of 4-5 ga'1'/sq.'or PrW"111, • Premium IV or Type III asphalt at 30 to 35 lb/sq and gravel at 400 lbs/sq.,respectively. 4. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It WB Adhesive at 5 gal./sq. 5. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.Apply ICE Coating in two coats at a maximum coverage of 2 gal./sq. or a single coat at a maximum coverage rate of 4 gal./sq. 6. Apply One Coat Aluminum to surface with a minimum coverage rate of 2.5-3 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation#9.) NOA No.: 16-0927.13 MIAMI•DADE COUNTY Expiration Date:03/28/22 Approval Date:03/16/17 Page 13 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B(2): Base layer of insulation mechanically fastened,top layer adhered with approved asphalt or adhesive. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' Trisotech G,ACFoam-II Minimum 1.3"thick See any approved fastener in table 3 1:3 ft' ENRGY 3 Minimum 1.4"thick 1,2,3,4,5,6,7, 15, 16 1:3 ft' 11, 12, 13, 14,17,18,19,20 1:4 ft' ENRGY 3 Plus Minimum 1.5"thick 4,5,6,7 1:3 ft2 1,2,3,7,8,9, 10, 11, 12,13, 14, 15, 16, 17, 1:4 ft' 18, 19,20 Ultra-Max Minimum 1.5"thick See any approved fastener in table 3 .t;;Z9 ftz . . .... ...... Approved Perlite Insulation Board •• ... Minimum'/" thick See any approved fastener in tabled•;•• ••K:2't2 •••• • Note: Base layer shall be mechanically attached with fasteners and density describe above. IiMiation panel listed are minimum sizes and dimensions; if larger panels are used, the number of]St*%lVs pe>;poa.rd shall be • increased maintaining the same fastener density.See Roofing Application Standard RASJX7 for tastever deta�s� Ton Insulation Laver Insulation Fasteners 0 • Fastener •••••• Table 3 •• •Density/ft2;• Trisotech G,ACFoam-I1 •• Minimum 1.3"thick N/A N/A ENRGY 3 Minimum 1.4"thick N/A N/A ENRGY 3 Plus Minimum 1.5"thick N/A N/A Ultra-Max Minimum 1.5" thick N/A N/A Approved Perlite Insulation Board Minimum%" thick N/A N/A MIAMI•DADE COUNTY NOA No.: 16-0927.13 • Expiration Date: 03/28/22 Approval Date:03/16/17 Page 14 of 24 Approved High Density Wood Fiberboard Minimum %"thick N/A N/A Note: Apply top layer of insulation in a full mopping of approved hot asphalt applied within the EVT range and at a rate of 2040 lbs/100 ft-or in FAS-N-FREE insulation adhesive applied in ribbons at a coverage rate of 1.5 gallons per square or in one of the following: Tremco Low Rise Foam Insulation Adhesive, Tremco Low Rise Foam Insulation Adhesive (BG), Tremco Low Rise Foam Insulation Adhesive-Green, Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive or Millennium One Step Green Foamable Adhesive applied in %" wide ribbons spaced 12" o.c. Refer to Roofing Application Standard RAS 117 for insulation attachment.Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of BURmastic Composite Ply,BURmastic Composite Ply,BURmastic Modified Composite Ply,BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply,BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb or approved ASTM D 4601 fiberglass base ply sheet adhered in 3.5 gal./sq.f 15%of BURmastic Adhesive or BURmastic Adhesive SF(See specification number for appropriate number of plies). Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq.of Tremlastic SP surfaMWth one U the .... • following: *:::: .. 0. :..... . . a) Double Duty Aluminum coating at%gal./sq. *000 •• ••••• b) 60 lbs.#11 3M roofing granule's in wet Tremlastic SP. 00:0% •' ••••• c) Crushed Stone,nominal 3/64"-3/8" at 240lbs./sq. in wet Tremlastic SP. •• •••••' d) ICE Coating applied in a single coat at a maximum coverage*te bf;l gal.(sq. ••• • e) One Coat Aluminum applied in one coat at a maximum coverage rate of 2s's•gal./sq. . ...... 2. Flood coat of BURMastic and gravel at application rates of 4-5 gall%add 400•IMis4., • respectively •• 3. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It WB Adhesive at 5 gal./sq. 4. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.Apply ICE Coating in two coats at a maximum coverage of 2 gal./sq. or a single coat at a maximum coverage rate of 4 gal./sq. 5. Apply One Coat Aluminum to surface with a minimum coverage rate of 2.5-3 gal./sq. Maximum Design Pressure: 45 ps£(See General Limitation#9.) NOA No.: 16-0927.13 MuutiNn DE �Fgjmf couNr�r Expiration Date:03/28/22 Approval Date: 03/16/17 Page 15 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B(3): Base layer of insulation mechanically fastened,top layer adhered with approved asphalt or adhesive. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Density/ft2 Table 3 Trisotech G,ENRGY 3,ACFoam-II,Ultra-Max,ENRGY 3 Plus Minimum 1.5" thick See any approved fastener in table 3 1:1.3 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners per board shall be increased maintaining the same fastener density.See Roofing Application Standard RAS 117 for fastener details. Top Insulation Laver Insulation Fasteners Fastener Density/ftz Table 3 Approved High Density Wood Fiberboard Minimum'h"thick N/A N/A DensDeck Minimum'/4"thick N/A -OVA. 0000.0 Note: Apply top layer of insulation in a full mopping of approved hot asphalt applied Owlibin the%fe ranged; at a rate of 2040 lbs/100 ft-or in FAS-N-FREE insulation adhesive applied in ribbons at a coverage rate of 1.5 . gallons per square or in one of the following: Tremco Low Rise Foam Insulation 4dhearve, Tmmce Low Vise': Foam Insulation Adhesive (BG), Tremco Low Rise Foam Insulation Adhesive Grd V O;1illenhiu8t One Stgp• Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive or Millennium O$t'Step CVe*r?JFbam%"e• Adhesive applied in %" wide ribbons spaced 12" o.c. Refer to Roofing Application 9 tandard PAS 117 faf:' insulation attachment.Insulations listed as the base layer shall only be used as the base lnypr with a se cond late r o• of approved top layer insulation installed as the final membrane substrate. Composite iVulatiop'pfinels may be used as a top layer placed with the polyisocyanurate side facing down. ••• 0 ;00 Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. . Ply Sheet: Three or four plies of THERMglass Type IV,THERMglass VI or PolyTHERM Roofing Ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium III,Premium IV or Type III asphalt at 30 to 351b/sq for each ply or three or four plies of Approved Type IV or Type VI ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive, Premium III,Premium IV or Type III asphalt at 30 to 35 lb/sq for each ply.(See specification number for appropriate number of plies). NOA No.: 16-0927.13 MIAWDAD,COUNTY Expiration Date: 03/28/22 Approval Date:03/16/17 Page 16 of 24 Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq. of Tremlastic SP surfaced with Double Duty Aluminum coating at 3/4 gal./sq or ICE Coating applied in a single coat at a maximum coverage rate of 4 gal./sq. or One Coat Aluminum applied in one coat at a maximum coverage rate of 2.5-3 gal./sq. 2. Flood coat of THERMastic Adhesive and gravel at application rates of 3.5 gal./sq.and 400 lbs./sq.,respectively. 3. Flood coat of BURmastic Adhesive with applications rates of 4-5 gal./sq. or Premium III, Premium IV or Type III asphalt at 30 to 35 lbs/sq and gravel at 4001bs/sq.,respectively. 4. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It WB Adhesive at 5 gal./sq. 5. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.Apply ICE Coating in two coats at a maximum coverage of 2 gal./sq.or a single coat at a maximum coverage rate of 4 gal./sq. 6. Apply One Coat Aluminum to surface with a minimum coverage rate of 2.5-3 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation#9.) •006 • 6000•• •• • • ••• 0 • 0 • • C-••••• •• • 0000•• • 000000 • • • •0006• 8.0000 90 00 0000 • •• 00.00 00 09 0 00 000000 0000•• • • • • w • • • • • • 060••0 ••6••0 6 • •0 0460000•• MIAMI•DADE COUNTY= NOA No.: 16-0927.13 Expiration Date:03/28/22 Approval Date: 03/16/17 Page 17 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B(4): Base layer of insulation mechanically fastened,top layer adhered with approved asphalt or adhesive. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Density/ft2 Table 3 Trisotech G,ENRGY 3,ACFoam-H,Ultra-Max,ENRGY 3 Plus Minimum 1.5"thick See any approved fastener in table 3 1:1.3 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners per board shall be increased maintaining the same fastener density.See Roofing Application Standard RAS 117 for fastener details. Toa Insulation Laver Insulation Fasteners Fastener Density/ft2 Table 3 Approved High Density Wood Fiberboard Minimum V2"thick N/A N/A DensDeck Minimum V4"thick N/A ••Tf/'1� 000000 Note: Apply top layer of insulation in a full mopping of approved hot asphalt applie#6 0i lAn the-94-°:ange and:• at a rate of 20-40 lbs/100 ft2-or in FAS-N-FREE insulation adhesive applied in ribbggs.�J ja coverage rate ot`l.s • gallons per square or in one of the following: Tremco Low Rise Foam Insulation Adhesive, Txrmcp Low fhse•; Foam Insulation Adhesive (BG), Tremco Low Rise Foam Insulation Adhesive Gie90,6mille&&RoOne Step. Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive or Millennium Ott•$tep (tr%env FoanXA**0 Adhesive applied in %" wide ribbons spaced 12" o.c. Refer to Roofing Applicatldn•Standafd RIGS 117 for:• insulation attachment.Insulations listed as the base layer shall only be used as the Wether with a%econd layef, of approved top layer insulation installed as the final membrane substrate. Composite insulatioLpa$els mar1br' used as a top layer placed with the polyisocyanurate side facing down. • .. . 000 . Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply adhered in 3.5 gal./sq.f 15%of BURmastic Adhesive or BURmastic Adhesive SF(See specification number for appropriate number of plies). MIAMEDADE CNOA No.: 16-0927.13 OUNTY Expiration Date:03/28/22 �FjjmlyfflApproval Date:03/16/17 Page 18 of 24 h Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq.of Tremlastic SP surfaced with one of the following: a) Double Duty Aluminum coating at%gal./sq. b) 60 lbs.#11 3M roofing granule's in wet Tremlastic SP. c) Crushed Stone,nominal 3/64"-3/8" at 240lbs./sq.in wet Tremlastic SP. d) ICE Coating applied in a single coat at a maximum coverage rate of 4 gal./sq. e) One Coat Aluminum applied in one coat at a maximum coverage rate of 2.5-3 gal./sq. 2. Flood coat of BURmastic Adhesive and gravel at application rates of 4-5 gal./sq. and 400 lbs./sq.,respectively 3. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It WB Adhesive at 5 gal./sq. 4. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.Apply ICE Coating in two coats at a maximum coverage of 2 gal./sq.or a single coat at a maximum coverage rate of 4 gal./sq. 5. Apply One Coat Aluminum to surface with a minimum coverage rate of 2.5-3 gal. /sq. Maximum Design Pessure: -45 psf. (See General Limitation#9.) .... . . .... ...... V: • .. . ....% .... . .. ....• ...... .. . ..... .. .. . .. ...... . . . . ...... •. . ... NOA No.: 16-0927.13 MIAMMADE COUNTY Expiration Date: 03/28/22 • Approval Date:03/16/17 Page 19 of 24 Membrane Type: BUR Deck Type 11: Wood,Insulated Deck Description: 19/32°'or greater plywood or wood plank System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 Trisotech G,ACFoam-H,ENRGY 3,Ultra-Max Minimum 1" thick N/A N/A ENRGY 3 Plus Minimum 1.5" thick N/A N/A Approved High Density Wood Fiberboard Minimum!/2"thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Laver Insulation Fasteners Vastener •• Table 3 e�'si f z • •„• Trisotech G,ACFoam-II • Minimum 1.3”thick See any approved fastener in table 3.... ..13 ft2 •0 0 .... . .. ..... ENRGY3 •••••• •• ••�••• Minimum 1.4"thick 1 2 3 4 5 6 7 15 16 1.3 ft 11, 12, 13, 14,17,18, 19,20 1!4 ft2 • . . . . •..... ENRGY 3 Plus • Minimum 1.5"thick 4,5,6,7 1-.it 1,2,3,7,8,9, 10,11, 12,13, 14, 15, 16, 17, 1:4 ft2 18, 19,20 Ultra-Max Minimum 1.5"thick See any approved fastener in table 3 1:2.9 ft2 Approved Perlite Insulation Board Minimum'/"thick See any approved fastener in table 3 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 16-0927.13 MIAMFDADE COUNTY Expiration Date: 03/28/22 Approval Date:03/16/17 Page 20 of 24 Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of THERMglass Type IV,THERMglass VI or PolyTHERM Roofing Ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium I11,Premium IV or Type III asphalt at 30 to 35 lb/sq for each ply or three or four plies of Approved Type IV or Type VI ply sheet adhered to insulation or base sheet with THERMastic Adhesive,POWERply Hot Melt Adhesive,Premium 11I,Premium IV or Type In asphalt at 30 to 35 lb/sq for each ply. (See specification number for appropriate number of plies). Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq.of Tremlastic SP surfaced with Double Duty Aluminum coating at 3/4 gal./sq or ICE Coating applied in a single coat at a maximum coverage rate of 4 gal./sq.or One Coat Aluminum applied in one coat at a maximum coverage rate of 2.5-3 gal./sq. 2. Flood coat of THERMastic Adhesive and gravel at application rates of 3.5 gal./sq.and 400 lbs./sq.,respectively. •• . . .... ...... 3. Flood coat of BURmastic Adhesive with applications rates of 4-5 g'a1 Gsrq.:or Premim.III, • Premium IV or Type III asphalt at 30 to 35 lb/sq and gravel at 4001be�sc�prespe6vely. .... • 4. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It W Aahesivj pt 5•gal./sg'•••; 5. Prime surface with TREMprime WB primer at a rate of 200-400 sqs per gallon.*Apply ICE ••;••• coating in two coats at a maximum coverage of 2 gal./sq. or a singt0 t8fiCat a r>fintum coverage rate of 4 gal./sq. •• •• • '' 6. Apply One Coat Aluminum to surface with a minimum coverage rate of 2:5-3 gal/:1. :0000:••• • Maximum Design •• ••• Pressure: -45 psf. (See General Limitation#9.) •" MIAMFDADE CNOA No.: 16-0927.13 COUNTY 1 Expiration Date: 03/28/22 Approval Date: 03/16/17 Page 21 of 24 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 Trisotech G,ACFoam-II,-ENRGY 3,Ultra-Max Minimum 1" thick N/A N/A ENRGY 3 Plus Minimum 1.5"thick N/A N/A Approved High Density Wood Fiberboard Minimum'/2" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. 0000 Top Insulation Laver Insulation Fasteners .•. Tfiftener " Table 3 -Delis' /ft2••• • 0000.. Trisotech G,ACFoam-II 0000.. 0000.. Minimum 1.3"thick See any approved fastener in table.1•••• ;•1:3.ft2 • 0000 0 .0 .0.0. • ENRGY 3 00000. .. . 0000. Minimum 1.4"thick 1,2,3,4,5,6,7, 15, 16 •• •• • fA ft2 •0 0• 11,12, 13, 14, 17,18, 19,20 :00:6: ••:•; • 1: ft2 ••0•;0 0000.. ENRGY 3 Plus •0 :0. :0-00: Minimum 1.5"thick 4,5,6,7 111-3 ft2 1,2,3,7,8,9, 10,11, 12,13, 14,15, 16, 17, 1:4 ft2 18,19,20 Ultra-Max Minimum 1.5" thick See any approved fastener in table 3 1:2.9 ft2 Approved Perlite Insulation Board Minimum 3/4"thick See any approved fastener in table 3 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 16-0927,13 MtAMFUA (o COUNTY Expiration Date:03/28/22 Approval Date:03/16/17 Page 22 of 24 Base Sheet: (Optional)One ply of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply Heavy Duty Base,POWERply HE Base,POWERply HT Base,BURmastic Glass Ply,or BURmastic Glass Ply 28 lb Ply may be used in conjunction with ply sheet. Ply Sheet: Three or four plies of BURmastic Composite Ply,BURmastic Modified Composite Ply, BURmastic Composite Ply Premium,BURmastic Modified Premium Composite Ply, BURmastic Supreme Composite Ply,BURmastic Modified Supreme Composite Ply, POWERply HT Base,BURmastic Glass Ply or BURmastic Glass Ply 28 lb Ply or approved ASTM D 4601 fiberglass base ply sheet adhered in 3.5 gal./sq.f 15%of BURmastic Adhesive or BURmastic Adhesive SF (See specification number for appropriate number of plies). Surfacing: (Required) Install one of the following: 1. Two part surfacing consisting of 4-5 gal./sq. of Tremlastic SP surfaced with one of the following: a) Double Duty Aluminum coating at 1/4 gal./sq. b) 60 lbs.#11 3M roofing granule's in wet Tremlastic SP. c) Crushed Stone,nominal 3/64"-3/8"at 240lbs./sq. in wet Tremlastic SP. 0 0 0 0 2. Flood coat of BURmastic Adhesive and gravel at application rates of 4-05.gal./sq!ana 400 • lbs./sq.,respectively • ..0000 00 0 0000.. 3. Min.200 lbs white marble applied in Rock-It Adhesive or Rock-It*VA Ordhesive at 5 gal./�Qti• 000 4. Prime surface with TREMprime WB primer at a rate of 200-400 sqj p*;gallon.;A.�q ICE • Coating in two coats at a maximum coverage of 2 gal./sq. or a sir�le")At at ajuaximum 00:00' coverage rate of 4 gal./sq.. ..'.. .. •••••• 5. Apply One Coat Aluminum to surface with a minimum coverage r! U�.5-3 4al.7:q. • 0000% Maximum Design Pressure: -45 psf. (See General Limitation#9.) MIAMI-aane couNTY NOA No.: 16-0927.13 Expiration Date:03/28/22 Approval Date:03/16/17 Page 23 of 24 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell'foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-imtod;7 are below 2751bf. insulation attachment shall not be acceptable. •••• 0960:9 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachittent'is based W h minimuft fastener resistance value in conjunction with the maximum design value listed within it tf ific system.'ShoufJWI! fastener resistance be less than that required, as determined by the Building Official,•:*evised•fastener sp�tng1 prepared,signed and sealed by a Florida registered Professional Engineer,Registered,&jbitect,(4ftitteredAggt Consultant may be submitted. Said revised fastener spacing shall utilize the withdrav ajigstanceyalue taken.&4" Testing Application Standards TAS 105 and calculations in compliance with RoofiAg'Applicatiori Standard s[kA4r• 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of thesCXC44• Fastdil& - densities shall be increased for both insulation and base sheet as calculated in compli$n ce.,kith Robfing Applickiort. Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professtolfla; Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 16-0927.13 MIAMMADE COUNTY ...• H Expiration Date: 03/28/22 Approval Date:03/16/17 Page 24 of 24 i MIAMF -DADE COUNTY 7T6)1ll. - NTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 80 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mi Florida 33175-2474 90 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) aae. ov/econom Owens Corning One Owens CorningParkway Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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,nfflfj,.or suspend the use of such product or material within their jurisdiction. RER reserves the right.'to revoke this acceptance,*�•:• if it is determined by Miami-Dade County Product Control Section that this product or material fails to rneetZt1 • requirements of the applicable building code. •0.0•* • This product is approved as described herein,and has been designed to comply with the Flon44 Auilding.Code• :'•• including the High Velocity Hurricane Zone of the Florida Building Code. ..•. . •• ••••• ...... .. . ..... DESCRIPTION: WeatherLock G&WeatherLock MAT .. .. . .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,pity,,§tate ani-N; wing • 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 manufac e o is distributors and shall be available for inspection at the job site at the request of the Building O c a This renews NOA#08-0108.04 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. , NOA No.: 12-1114.01 MIAMFOAD;COUNTY Expiration Date: 04/03/18 G Approval Date: 04/04/13 pp Page 1 of 3 S ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material• SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description WeatherLock G 36"x 33.3'rolls ASTM D 1970 SBS self-adhering modified asphalt underlayment 36"x 66.6'rolls sheet material with a surfacing of opaque granules; for use as an underlayment in sloped roof assemblies. WeatherLock MAT 36"x 33.3' rolls ASTM D 1970 SBS self-adhering modified asphalt underlayment 36"x 66.6' rolls sheet material with a polymeric asphalt film surfacing; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: • . . .... ...... 1. Brentwood, NH • EVIDENCE SUBMITTED: ••• •• • .... . .. ..... Test Agency Test Identifier Test Name/Report hate ��•• PRI Asphalt Technologies,Inc. NEI-006-02-01 ASTM D 1970 04/14/05 •• PRI Construction Materials NEI-008-02-01 ASTM D 1970 •• ••)•2'01/06,• • Technologies,LLC •••••• APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: 19/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H 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. Membrane: One or more plies of WeatherLock G or WeatherLock MAT with a minimum 3"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 WeatherLock G or WeatherLock MAT is acceptable. Surfacing: Approved for Asphaltic shingles,wood shakes and shingles,quarry slate roof assemblies. NOA No.: 12-1114.01 Mu►r�Ea�e couNTY Expiration Date: 04/03/18 Approval Date: 04/04/13 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. WeatherLock G and WeatherLock MAT underlayment shall be installed in strict compliance with applicable Building Code. 3. WeatherLock G and WeatherLock MAT underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. WeatherLock G and WeatherLock MAT underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over a roofing Base/Anchor sheet underlayment. 5. WeatherLock G and WeatherLock MAT underlayment shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. WeatherLock G or WeatherLock MAT underlayment may be used with any approved roof covering Notice of Acceptance listing WeatherLock G or WeatherLock MAT underlayment as a component part of an assembly in the Notice of Acceptance. If WeatherLock G or WeatherLock MAT underlayment is not listed,a requestmgy be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Dgpartmeflti j9;hppro)l.... provided that appropriate documentation is provided to detail compatibility of the prodfirt ,Aind uplift w istance, 0 and fire testing results. 000000 .. 0 000000 8. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loNe 8teking Uanels. Swed p• •• the deck thoroughly to remove any dust and debris prior to application. 0 • • • 0000 • •• •...• 9. When applying the membrane in the valley, start at the low point and work to the high poiapriolling0tk membraviese* from the center outward in both directions. For ridge applications, center the membraac adroll from the cenmr-•;• outward in both directions. • 10. Roll or broom the entire membrane surface so as to have 100%contact with the surfaceo,givi 0 speclilementionYo overlap areas. • • 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Produ&*Control Notice of Acceptance and applicable Building Code. 12. 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 WeatherLock G or WeatherLock MAT underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAWDADE COUNTY END OF THIS ACCEPTANCE NOA No.: 12-1114.01 MIAMFDADE couNTY Expiration Date: 04/03/18 Approval Date: 04/04/13 Page 3 of 3 ym ev Wi Af ;t1l ;2M :.ev, ' Y ev$llf �).. 1, J mv. ttk;� T 1Z INSPECTION RECORD POST ONSITE Permit NO. R C-2-1 7. 2 8 9 yNox;e� ' ,pC.t9,2 Miami Shores Village �* ,; �Pem�t�Type:Residential-Constructaafi' 10050.N.E.2nd Avenue WG •". •,"• Mork Clasificahon:-AdditionlAlter tion —.. — Miami Shores,FL 33138-0000 .r -s Phone: (305)795-2204 Fax: (305)756-8972 o,�mA Issue Date: 5126/2017 Expires: 11!22/2017 :R .y.. 'r.. bra -•+ INSPECTION REQUESTS: 305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by,'3 pm for following day inspections.%. Residential Construction.' Parcel 1132060171280 Owner's Name:MARVIN R LIST& MARIA T MANERBA MARVIN R'LISTC'. Owner's.Phone: (305)858-0204 ` Job Address: 9929 NE 4 Avenue Road Total Square Feet: 1000 , Miami Shores,FL 33138- BrndNumber: 3410 - Total Job Valuation: $ 65;000:00-- . fii. ,In.,, WORK IS ALLOWED: z. MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. C6ntractor(s) .,-Phone Primary`Contractor SATURDAY 8:OOAM-6:O6PM. JMEC CONSTRUCTION, LLC (954)410-4695 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. ,F { r BUILDING AND ROOFING INSPECTIONS ARE DONE I Nj}w ii" MONDAY THROUGH FRIDAY. j r` a NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED.. PLANS ARE READLY AVAILABLE. IT IS THE PERMi.T APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE�BUILaiNG OFFICIAL NOR THE CITY SHALL BE LIABLE FOR'EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO-ALLOW INSPECTION. WARNING TO OWNER: YOUR , FAILURE TO RECORD = A NOTICE.` OF COMMIE VCEMENT MAY RESULT IN YOUR PAYING TWICE JFOR IMPROVEMENTS'=.` TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE� RECORDED" AND POSTED ONTHE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEN- TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE--COMMENCING WORK OR RECORDING YOUR, NOTICE OF COMMENCEMENT. v / s 41 --NSs P.E-TION RLC0kD � ,a is I �ro �- STRUCTURAL WINDOWS300PLUMBING INSPECTION DATE- INSP, INSPECTION __ DATE I INSP INSPECTION DATE INSP Foundation 49 Attachment Stemwall Rough Slab x_ ,� �' ° r. Water Service Columns(1st Lift) ` 2"d.Rough _ _ Columns(2nd Lift) •• Top Out Tie Beam _® s iNSPECTiON DATE gSP. ;Fire Sprinklers Truss/Rafters �t 6 `i _ _ 'i Excavation Septic Tank r Roof Sheathing ' _ Sewer Hook-up Bucks +' ' Roof Drains Interior Framing Gas 4 Insulation INSPECTION DATE' )NSP`, LP Tank Ceiling Grid Temporary Pole Well ; Drywall 30 Day Temporary "'° " Lawn Sprinklers firewall - I Pool Bonding Main Drain Wire Lath Pool Deck Bonding Pool Piping _ � g Pool Steel Pool Wet Niche Backflow Preventor _ Pool Deck a Undergiounintercebtor Final Pool _ Footer Gro Catch Basins Final-Fence Slab r; Condensate Drains - Screen Enclosure Wall Rough HRS Final `I Driveway ® Ceiling Rou Driveway Base - Rough PLUMBING COMMENTS Tin Cap -�* Telephone Rough, - Roof in Progress - Telephone Final Mop in Progress a TV-Rough Final-Roof—_ _ _—TV-Final — --- Shutters Attachment Cable Rough Final Shutters Cable Final T !Rails and Guardrails • `' Intercom Rough I ADA compliance. _; Intercom Final - MtCHANI I Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUME 4 Fire Alarm Rough I Soil Bearing Cert Fire Alarm Final Rough _ tSoll-Treatment CertService Work Wit f Floor Elevation Survey - entilation-Rough Reinf Unit.Mas Cert _ELECTRICAL CQMMENTS__ Ho6d Rough __ r Insulation Certificate T Pressure Test Spot Survey Final Hood Final Survey Final Ventilation - i Truss Certification ° Final Pool-Heater STRUCtLf4L COAMENtS . , Final Vacuum r -I MECHANICAL COMMENTS' INSPECTION DATE ,INSP L ...r/ Final Sprinkler y Final Alarm i Inspection Worksheet F Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-302155 Permit Number: RC-2-17-289 Inspection Date: April 20, 2018 Permit Type:Residential Construction Inspector: Kendall,Travis Inspection Type: Survey Final Owner: MARVIN R LIST 81 MARIA T MANERBA, Work Classification: Addition/Alteration AAAO\/IAI M 1 IQT 4. AAADIA T IIAAKICCQA Job Address:9929 NE 4 Avenue Road Miami Shores, FL 33138- Phone Number (305)858-0204 Parcel Number 1132060171280 Project: <NONE> Contractor: JMEC CONSTRUCTION, LLC Phone: (954)410-4695 Building Department Comments addition of front porch and in the back of house out door Infractio Passed Comments kitchen and cover patio INSPECTOR COMMENTS False Inspector Comments Passed R) failed \\ Correction Needed Q' Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 April 20, 2018 Page 1 of 1 ` Mod[ -�P ©J �J BOUNDARY S U �V �JY LOCAT/ON MAPS e6 ,r.� . • A I �../1— H �J�.1 E Y SECTION G,TOWNSHIP 53 SOUTH,RANGE 42 EAST ,� �j ` LYING AND BEING IN MIAMI-DADE COUNTY FLORIDA -..r LEGAL OESCR/PT/ON: (NOT TO SCALE) N` Ilk f-".- 6 s LOT I I AND LOT 12, OF BLOCK 9G, IN "MIAMI SHORES, SECTION NUMBER 4"ACCORDING LIVOMRffir-_. .- i .. TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC �' sa.I�cvcx�w� _ a�ssoo�Tcs.w1c. RECORDS OF MIAMI-DADE COUNTY, FLORIDA, EXCEPTING THEREFROM THAT PART OF LOT t Le ND. 7633 1 1, DESCRIBED AS FOLLOW: — .� PROFESSIONAL SURVEYORS AND MAPPERS BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT I 1 ,SAID POINT OF BEGINNING i 1435 S.W.87th AVENUE,SUITE"201" BEING ON THE NORTHWESTERLY LINE OF SAID BLOCK 9G, AND ON THE SOUTHEASTERLY _ MIAMI,FL 33174 PHONE:(305)55G-4002 FAX:(305)55G-4003 RIGHT-OF-WAYLINE OF N.E. FOURTH AVENUE ROAD AS SHOWN ON AFORESAID PLAT;THENCE ( WWW.LM5UPVEYING.COM SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF SAID BLOCK 9G AND ALONG THE EMAIL-LANDMARK.SURVEYING@HOTMAIL.COM NORTHWESTERLY LINE OF SAID LOT I I FOR A DISTANCE OF 13.275 FEET;THENCE ABBREVIATIONS AND LEGEND: SOUTHWESTERLY IN A STRAIGHT LINE TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 1 1, SAID POINT BEING 12.5 FEET SOUTHWESTERLY FROM THE MOST EASTERLY CORNER r OF SAID LOT 1 1, AND SAID 12.5 FEET BEING MEASURED ALONG THE SOUTHEASTERLY LINE SAIDA/C =DENOTES AIR CONDITIONING UNIT APPR. =DENOTES APPROXIMATE LOT 1 1; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE SAID LOT I I A DISTANCE / • ASPH. =DENOTES ASPHALT OF 12.5 FEET TO THE MOST EASTERLY CORNER OF SAID LOT I I THENCE NORTHWESTERLY LINE ;u B.C. =DENOTES BLOCK CORNER OF SAID LOT I I TO THE POINT OF BEGINNING. _ _ d B.M. =DENOTES BENCH MARK. _''"•�� C.B.S. =DENOTES CONCRETE BLOCK STUCCO -- - - - - - � CONC. =DENOTES CONCRETE C i G =DENOTES CURVE E GUTTER V.G. =DENOTES VALLEY GUTTER CE =DENOTES CENTERLINE sa y =DENOTES MONUMENT UNE PSI /' i0 p D.M.E. =DENOTES DRAINAGE$MAINTENANCE EASEM �. -') DIA. =DENOTES DIAMETER PROPERTY AOORESS: a�C / SQP• �`o i D.H. =DENOTES DRILL HOLE os (M) =DENOTES MEASURE FOLIO NO. I 1-320G-0 17-1280 j \g t (RAV =DENOTES RIGHOT OF-WAY =DENOTE5 UTILITY 9929 N.E. 4th AVENUE P.B. =DENOTES PLAT BOO EASEMENT MIAMI SHORES, FLORIDA 33138 y PG. =DENOTES PAGE ,� Ae CERT/F/EO TO: P.C.P. =DENOTES PERMANENT CONTROL POINT P.O.B. =DENOTES PPOINT OF BEGINNING AREA OF PROPERTY: I 1,G87 SQUARE FEET AND/ORw - MARVIN LIST MARIA MANER13A TYP. =DENOTES TYPICAL t y�p�: •\ o -�i- =DENOTES WOOD FENCE 0.268 ACRES MORE OR LESS. v� yyo�,• \\ s —■— =DENOTES CHAIN LINK FENCE \\ 3" �. ` �u: =DENOTES IRON FENCE O_ DENOTES FOUND IRON PIPE(NO ID.) rag DENOTES FOUND NAIL AND DISC CURVE DATA ire < J `SO RA-5 1a.79 \\ AOT J/ f LENGTH=93.00' \ O yA ® =DENOTES ASPHALT PAVEMENT DELTA=2°23'42" ® =DENOTES BRICK Ul SAO O CURVE DATA ��'.••.° CONCRETE PAD RADIUS= 23.79 LENGTH=3D6.D D' S : ' DELTA=7°52'50" FQ SURVEYOR'S NOTES: P.0 yT yo`� o �$ - ALL BEARINGS AND DISTANCES SHOWN 1.)THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON ° eyse y ° HEREON ARE RECORD AND MEASURED THE ABOVE LEGAL DESCRIPTION:PROVIDED BY CLIENT. ex�o9 UNLESS OTHERWISE NOTED. 2.)THIS CERTIFICATION 15 ONLY FOR THE LANDS AS DESCRIBED.IT 15 NOT A CERTIFICATION OF TITLE,ZONING,EASEMENTS,OR FREEDOM OF ENCUMBRANCES. ABSTRACT NOT REVIEWED. �� \- FLOOD ZONE: X 3.)THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS BOUNDARY N y `'s ` SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF HIS COUNTY, o PERj� EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE 40 ss, Ute, 6d ,;:,.;_:.. 2 Nd ■ ELEVATION: N/A RECORDED INSTRUMENTS,IF ANY AFFECTING THIS PROPERTY. < 'a\ Miami Shrres Village - 4.)ACCURACY:THE EXPECTED USE OF THE LAND,AS CLASSIFIED IN FLORIDA .,; COMMUNITY: 1 20651 MINIMUM TECHNICAL STANDARDS(5J-17.51 FAC),IS'RESIDENTIAL'.THE MINIMUM OOd O O. \ •...`.i...o�'�+P."'t�°� :'- RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT t* IN 7,500 FEET.THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF @�O�0 PPROVED BY DATE PANEL: 302 A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. qC, 5.)FOUNDATIONS AND/OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY y 9 °off F ,! ~1 LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN. F \ ZONING DEPT �'� ; DATE OF FIRM: 09-I I-2009 CURB DATA G.)TYPE OF SURVEY:BOUNDARY SURVEY ip R-2094.79 7.)ELEVATIONS SHOWN HEREON ARE BASED ON TO THE NATIONAL GEODETIC L=86.79'D=2°22'26�", _ •'' VERTICAL DATUM OF 1929(N.G.V.D.29) P Ey BLDG DEPT SUFFIX: L 8.)ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD '/+ P"��Te� :3 FIELD DATE U.S.FOOTno'�e" 05-08-2014 9.)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DE51GN WORK ON THE /' ?' �� SUBJECT 1'O CChIPUfTICE WI Di ALL.FEDERAL N OF SURVEY HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. Id INCH EQUALS 20 FEET OR SMALLER. ,/+ �� STATE ANL)CGL/4,Y HUL-iS AMD REGULATIONS � BENCH MARK: N/A 10.)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON,CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE 0 ' PROPERTY HEREIN DESCRIBED.SURVEYOR SHALL BE NOTIFIED AS TO ANY N cp o� Q ELEVATION: N/A DEVIATION FROM UTILITIES SHOWN HEREON. Q I 1.)ENCUMBRANCES NOT SHOWN ON THE PLAT. 12.)THE WRITTEN CONSENT OF LANDMARK SURVEYING d ASSOCIATES,INC. SURVEYOR'S CERT/F/CAD152":I I IEREBY CERTIFY TO THE BEST OF MY_ _ -BY SCALE— — UNDERGROUND PORTIONS OF FOOTING,FOUNDATIONS OR OTHER IMPROVEMENTS _ , KNOWLEDGE AND BELIEF THAT THIS'MAP OF.BOUNDARY SURVEY"IS A TRUE AND DATE DRAWN WERE NOT LOCATED. '' - CORRECT REPRESENTATIONOfA SURVEY PREPARED UNDER MY DIRECTION.THAT IT 13.)ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. MEETS THE STANDARDS Of-PRACTICE AS SET FORTH BY THE STATE OF FLORIDA BOARD a 05-09-2014 P.f. 14.)WALL TIES ARE TO THE FACE OF THE WALL. OF PROFESSIONAL LAND 5URVEYORS IN CHAPi ER 5J=17.050 THROUGH 5J-17.0520f 15.)FENCE OWNERSHIP NOT DETERMINED. THE FLORIDA ADMINISTP CODE AN ITS IMPLEMENTING LAW,PURSUANT TO ry� I G.)BEARINGS REFERENCED TO LINE NOTED AS B.R. GRAPH/C SCALE CHAPTER 42.02,FLO C A ST TUTS., ,. W REVISION/UPDATE OF SURVEY 17.)BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. 30' 15' 0 15' 30' 18.)NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. L SIGNED FOR THE FIRM DATE DESCRIPTION 19.)THE SOURCES OF DATE USED FOR THE PREPARATION OF THIS BOUNDARY I ARTURO-MENDIGUTIA,P.S.M. � .S.M.No.5844-5TATE OF FLORIDA SURVEY IS"MIAMI SHORES,SECTION NUMBER 4"RECORDED IN PLAT BOOK 1 5,AT ENCROACHMENT NOTES: NOT VALID WITHOUT THE 51 ATL'P.F,ANiLTHE ORIGINAL RAISED SEAL OF A FLORIDA 04-12-2018 UPDATE PAGE 14. E-I-THE APPROACH TO THE ASPHALT AND PAVERS DRIVEWAY LICENSED SURVEYOR AN APPER.ADDITIONS OR DELETIONS TO SURVEY MAPS OR JOB No. 20.)THIS MAP OF SURVEY 15 INTENDED TO BE DISPLAYED AT A SCALE OF ONE FALLS INSIDE THE RIGHT OF WAY. ( IN FEET) REPORTS BY OTHER TWAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT INCH EQUALS 30 FEET OR SMALLER. _ - -I INCH =-30 FT. - WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES IN A DIGITAL FORMAT-NOT -- - - - VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED 1 7 1 D-OB 1 ELECTRONIC SEAL.