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RC-08-2182Certificate of Completion ri Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision /Project Construction Type 1285 94 Street Miami Shores FL Location Residential Construction ROBERT MOSHEIM INTERIOR REMODEL Bldg. Permit No. Contractor Date Issued Occupancy RC -12 -08 -2182 DOWER CONSTRUCTION INC 09/17/2009 Single Family Building Oil Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE Miami Shores Village Building Department CERTIFICATE OF COMPLETION CHECKLIST UILDING PERMIT CARD - Containing final initials of all inspectors . SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. FINAL CERTIFICATION LETTER FROM THE ENGINEER /ARCHITECT (on masonry, trusses, special structure, etc.) EASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date 9-S-0 q chc -8/ 17/05MV Septet 10th 2009 D E S I G'N CORPORATION Mtn Shores Village 10050! ATE. 2ND. Ave. Miami Shores, Fl. 33138 Permit No.: 08 -2182 Letter of Compliance Mosheim Residence Miami Shores Village; Please be informed, after a complete inspection of the residence of Mr. & Mrs. Mosheim, upon the request by the contractor, Mr. Dan Dower. I have found that the remodeling project appears to be in compliance with the permitted plans, completed by my office and approved by the Village Miami Shores. If there are any additional matters, please contact me at 307 - 892 -9669. Thank you, es G. fri Smith & $uiitli`Design'Corp., Inc. A Fltd'a(,o, "Since 198 11633 N.E. 11th PLACE • N. MIAMI, FLORIDA 33161 • PHONE (305) 892 -9669 • FAX (305) 893 -7222 DOWE CONSTRUCTION STATE CERTIFIED RESIDENTIAL CONTRACTOR CRC1329791 700 NE 90th STREET, MIAMI SHORES, FLORIDA 33138 OFFICE: (305) 986 -4999 FAX: (3u5') 328 -9000 E -MAIL: JOB NAME: ROBERT MOSHEIM 1285 NE 94T11 STREET MIAMI SHORES, FL 33138 RE: CERTIFICATE OF COMPLETION MASTER PERMIT # RC -12-08 -2182 To Miami Shores Building Department: This letter is to confirm that all specified and required insulation for the above referenced renovation project has been completed according to Florida Building Code requirements. Please feel free to contact me at (305) 986 -4999 should you require any additional information in this regard. Sincerely, Daniel Dower State Certified Residential Contractor (FL) CRC1329791 gc-12- 0$-21?` z_ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 106843 Scheduled Inspection Date: July 21, 2009 Inspector: Perez, JanPierre Owner: MOSHEIM, ROBERT Permit Number: MC -2 -09 -240 Job Address: 1285 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: MANCO AIR INC. Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050100100 Phone: 305/409 -7719 Building Department Comments BATHROOM VENTILATION u REMOVE EXHAUST MASTER AND CHILDREN Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. _Ink, 9n wino For Inspections please call: (305)762 -4949 Panes R of An Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 119672 Permit Number: RC -12 -08 -2182 Scheduled Inspection Date: July 21, 2009 Inspector: Bruhn, Norman Owner: MOSHEIM, ROBERT Job Address: 1285 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: DOWER CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050100100 Phone: (305)986 -4999 Building Department Comments INTERIOR ALTERATION KITCHEN AND BATH Inspector Comments Passed qtr'{ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. _lulu 9n 9nn0 For Inspections please call: (305)762 -4949 Dana 97 of An Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 102535 Permit Number: EL -12 -08 -2183 Scheduled Inspection Date: July 14, 2009 Inspector: Devaney, Michael Owner: MOSHEIM, ROBERT Job Address: 1285 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: MESA BROTHERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050100100 Phone: (305)345 -1974 Building Department Comments INTERIOR ALTERATION ELECTRIC Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. C),-- /// //4›7 I.,1., l . 9A00 For Inspections please call: (305)762 -4949 4 0 Inspection Worksheet Miami Shores Village 1_7k,__ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP- 106769 IP'ernmtit. Nlui fiber: WS- 2- O)9i -2 4 Scheduled Inspection Date: April 28, 2009 Inspector: Bruhn, Norman Owner: MOSHEIM, ROBERT Job Address: 1285 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050100100 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc-, 1 \'Ly \o1 nW'i' V\,\644.‘, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 RECIFIVED Per it No. MC 0 _L4l Master Per' mit No 03 71t1 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) r.iti WOsIi')1 Ph one # s Owner's Address �vi0 ,/ / ( qSt 9' i City F1 jt11 l State 'l% Zip Tenant/Lessee Name E- MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # �t 54. Of6j Phone # Is Building Historically Designated YES Contractor's Company Name ! iA+t0 l j � Phone # 3o'- q- -7 ri q Contractor's Address fl 7 *iv /D ( "ftie- f!Y City . • '(NG5" State Zip 33© 7/ Qualifier Name /r-1 ° 73 Phone # • State Certificate or Registration No. ' ey.�' Certificate of Competency No. E -MAIL: /fridelAbo €i '%47f0' &"I:5 O+ /W Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: :type .of Work: DAddition ❑Alterations ['New 4/0/64- ❑ Repair /Replace ❑ Demolition 'Describe Work: t'� / % -4'� aw f/ 0601-4 r **** ****** *******ri'rx***************** ** Fees********* dru 4veYnk9r$ r9cdede4r uYnk`�k*** *�idedr�t4rdeatatdc* xxx *** Permit Fee $ 19Ps L9 (/ CCF $ L t° co,cc 6 J•�� Technology Fee $ t.35 �_ Submittal Fee $ Notary $ ' Scanning $ o LP Bond $ Structural Review. $ Training/Education Fee $ Radon $ t b PBR $ Zoning $ Code,rc ng-�$= Double Fee $ of Total Fee Now Due $ /05. 05 mom' o!Jn co 1F" "r,E See Reverse side -+ Bonding Company's Naine (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State r Zip Application is hereby made to obtain a permit to do the work attit installations -as jndlcated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant, must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged �before me this The foregoin instrument was acknowledged before me this `d day of �, 2081 , by K,./ / C' /10�(1 / , day of , 20 y tie/V..14i OSWAI who is rsonally known to or who has produced who i rsonally known to m who has produced As id-_ • NOTARY PUBLIC: Sign: Print: dkiVi O`c1- P® cx432- My Commission Expires: (�k../ __! 4 1 �4 ,r Por 4•or 0% (407) 388-0153 DANIEL P. DOWER MY COMMISSION # DD463852 EXPIRES: Aug. 21, 2009 Florida Notary SServloe.aom *** *** * * * * ** ** * * ** * ** * ** * * ** *** * ** APPLICATION APPROVED BY: (Revised 02 /08106) NOTARY P Sign: Print: ____digfjfie)■-- My 'Commission Expires: **********************xx xxxx**********x xxx xx * * * * * * * * * *rt * * *4** * ** * * * * * ** d who did take an oath. DANIEL P. DOWER MY COMMISSION # D13463852 EXPIRES; Aug. 21,2009 9 Florida Notary Servloaoom 2"/ 2 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.221 : • 05) 756.8972 RECEIVED FEBoe BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Owner's Address Permit No. \N/ 40-71-13A Master Permit No.--C OS -"a1 ggtr Phone # City \\\NL " *Nek5 State Zip � 1 S9 Tenant/Lessee Name \ Phone # Job Address (where the work is being done) V1'59 L, 0\\ 9' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name \A' c 1 CAL ( \ 55 Contractor's Address \ o - ".5 Sw City \\-\\ State Qualifier Name V\f1/4 5 41 (,3 v:Av 5 State Certificate or Registration No. 5(j V !A\ Co \ \0 NO Phone# .k(IA ' /Oc ` 170\\`'\ Zip e5) \(p5 Phone # Ai Y b�` � b p 497D`i Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # i, Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration Describe Work: \ 790 Square / Linear Footage Of Work: °fib 0 ['New +Y Repair/Replace ❑ Demolition ccA at' '1?""e �� *:�*** *��1:�x+x:x� *** * *�x�x** **** * * ****�x�x *�x�x**** Fees** * *** * **** * ** *** ** x** ***** *** * * * ** *�x*** *�x** Sub ttal Fee $ 3D {'' � 6 ? Permit Fee $ DSO -41.-- CCF $ �C ® •Vi Training/Education Fee $ a .O Technology Fee $ 1 .- Scanning $ 9 •l O Radon $ DPBR $ Zoning $ =`'Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ OG f S See Reverse side -* Notary $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ? _ \ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning: "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged. Signature V ! odv>LO Owner or Agent Contractor The foregoing instrument was aca/7L/ e--1 before e this !i T foregoing in t, u e t was acknowledged before me this i `I S day of �, 20 , by �' i t14 r1 who is rsonally known to me who has produced / who i pe onally kri wn to me or who has produced As ation and who did take an oath. as identific ' d who did take an oath. MI! day of `c QUO , 20 Y.4\, by , NOTARY PUBLIC: Sign: Print: My Commission Expires: 4 *': M DANIEL P. DpWFR COMMISSION # Dp463852 (407) a08 -01x3 EXPIRES: a 4U 31, 2009 My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning +57.98 -63.00 4 +57.98 -63.00 5 +55.57 -60.60 • • • 0 • • • • • 0 • •• 0 • • • • •• •• • • • • • • • • • • • • • • 0 0 0 • • 0 • • AI, • • ,VI,4 • • • • • • • • • • • • • • • • 0 • • • 2 58.14 -63.16 2 50.6 58.14 55.63 -63.32 1 52.9 -57.9 51-6fA- cDu/7 nl,"-Taz- citri;9 52.9 -57.9 PERMIT #: Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • ••• • • • ..• •• 00 • • • • •• •• • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • •.• • • • • • • • • • • • •• • • • • • • • • • • • • • • -• • • • • • • . • •• • • • • • . • • • • ••. ••• • • 00 •• • • •• • • • •• ••• • • • • • • • • • •• • • • •• • • ... • • • ... .. •. • • • .. .. • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ... • • • • ... • • . Miami Shores Building Department .... .. • • . -. . : :: :: " • Product Approval Schedule /Comparison Chart Address: 1285 NE 94 ST PermitNo •• Window Product acceptance Product approval Opening Design �: .. !Zopg :O�Oe�iog • • • • • • : •. S,iluitQ1. Mullions Impact ID Door or Mullion Number Design Pressure Pressure Size Yes/ No Yes /No Yes /No ( +)PSF( -)PSF ( +)PSF( -)PSF 1 WINDOW 6480 R2 80 80 52.9 57.9 98 X 75.25 I 0 0 YES 2 WINDOW 6480 R2 80 80 58.1 63.1 25.625X75.5 1 0 0 YES 3 WINDOW 6480 R2 80 80 52.9 57.9 98X75.25 0 1 0 YES 4 WINDOW 08- 0506.11 80 80 57.9 63 53X38 0 1 0 YES 5 WINDOW •8- 0506.11 80 80 57.9 63 53X38 0 1 0 YES 6 WINDOW 08- 0506.11 80 80 55.5 60.6 74X50 5/8 0 0 YES 7 WINDOW •8- 0506.11 80 80 55.1 60.1 111X38 0 S YES 7 MULLION 06- 0214.02 165 165 56.1 60.1 1 0 0 YES 8 WINDOW 08- 0506.11 80 80 56.7 61.7 74X38 0 0 YES 9 WINDOW 08- 0506.11 80 80 56.7 61.7 74X38 0 0 YES A WINDOW 07- 0924.02 90 90 50.6 55.6 70X195 0 ES YES A MULLION 06- 0214.02 125.5 125.5 50.6 55.6 0 0 YES B DO R 99- 0212.09 53.3 65.6 52.9 57.9 96X76 0 0 YES QS-UN-044 '1� ---° �sdt, �4 ,. 6 r . j A � Pt; i7� �i . jiinimirm , WINDO2 v2 -21 • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • ••. • • ••• • • • •••••• • • • • •• • • • • • •; • ••• ••• 0000 Detailed Wind Load Design (Method 2) per '4SCE<.7 -0 ;• • .1 : • Analysis by: LANDERS Company Name: LANDERS Description: MOSHEIM RESIDENCE 1286 NE 94 ST MIAMI SHORcS /3 • 313. :•. :•• ••• User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV; I I Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Monoslope Kd (Directonality Factor) 1 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 25.00 ft Mean Roof Height (Ht) 22.00 ft Width Perp. To Wind Dir (B) 36.00 ft Width Paral. To Wind Dir (L) 30.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.73 Flexible Structure No • • •- ocaullit$d1 rarneters Importa nce Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Enclosed Buildings Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9209 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8834 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 LANDERS 2/17/2009 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • ••• • • 2/17/2009 • WINDO2 v2 -21 :: • •': • ••• •'• • • • • • Detailed Wind Load Design (Method 2) per SC :7 -02;• :•: 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights •• • • • • • • • • • • • • • • • • • •• • •• Elev Kz Kzt qz Pressure (Ib /ft^2 :•; : :: •' :,• •," 0.92 Kht Topographic factor (Fig 6 -4) Windward Wall* Leewarcl•WpIII :•: Total: Sh ar Moment ft Khcc Comp & Clad: Table 6 -3 Case 1 Ib /ft^2 +GCpi -GCpi +GCpi -GCpi +7 -4197• • (+tip) (Kip -ft) 25 0.95 1.00 51.58 26.04 44.11 -30.38 -12.30 56.42 6.09 9.14 22 0.92 1.00 50.21 25.11 43.18 -30.38 -12.30 55.48 10.09 22.27 20 0.90 1.00 49.21 24.43 42.50 -30.38 -12.30 54.81 19.95 57.02 15 0.85 1.00 46.32 22.46 40.54 -30.38 -12.30 52.84 48.49 620.20 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Me o• 2) I L Variable: Formula Value Units Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.92 Kht Topographic factor (Fig 6 -4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 50.21 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.92 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 50.21 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 36 ft Face Additiona! Runs may req'dfor other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 36 ft wall) Leeward Walls (Wind Dir Normal to 30 ft wall) Side Walls -0.50 -0.46 -0.70 -30.38 -28.67 -38.91 -12.30 -10.59 -20.84 Roof - Wind Normal to Ridge heta > =10) - for Wind Normal to 36 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Developed by Meca Enterprises, Inc. Copyright 2006 LANDERS -0.89 -0.18 -0.56 -47.00 -28.92 -16.72 1.36 -32.77 -14.69 Page No. 2 of 5 WINDO2 v2 -21 e• ••i •• .• ••• • • • ••• • • • • • • •• •• • • • • • • • • • • ••• • • • • 2/17/2009 • • r•• • • • • ••• • WINDO2 v2 -21 • • •; • •: • Detailed Wind Load Design (Method 2) per 7 c .7 -02;, • • • • •;� • •; • •• Figure 6 -14 - External Pressure Coefficient& 6Cp , •• Loads on Components and Cladding for Buildings w/ Ht .. ft� • • • • • • � •" ••••• for Monoslope Roofs ••• • • e • • .•• • '• ' • • • • ••• ••• a = 3 = => H a 3.00 ft Double Click on any data Theta W Ht Component Width (ft) Span (ft) Area (ft^2) Zone GCp Nind Press (Ib /ft^2 Max Min Max Min WINDOW 1 8.16 6.27 51.16 4 0.87 -0.97 52.96 -57.99 WINDOW 2 2.13 6.27 13.36 4 0.98 -1.08 58.14 -63.16 WINDOW 3 8.16 6.27 51.16 4 0.87 -0.97 52.96 -57.99 WINDOW 4 4.4 3.16 13.90 4 0.97 -1.07 57.98 -63.00 WINDOW 5 4.4 3.16 13.90 4 0.97 -1.07 57.98 -63.00 WINDOW 6 6.16 4.21 25.98 4 0.93 -1.03 55.57 -60.60 WINDOW 7 9.2 3.16 29.13 4 0.92 -1.02 55.13 -60.15 WINDOW 8 6.12 3.16 19.34 4 0.95 -1.05 56.71 -61.73 WINDOW9 6.12 3.16 19.34 4 0.95 -1.05 56.71 -61.73 WINDOW A 5.8 16.25 94.25 4 0.83 -0.93 50.61 -55.63 WINDOW B 8.3 6.2 51.46 4 0.87 -0.97 52.94 -57.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1. 2.2'. 3. 3' (See sketch)- 4 & 5 Mall 7nnPs calculaf ri nPr Fin R -11 Al * Use 1H, 2H, and 3H for Roof Overhangs (Per Fig 6 -14A) Developed by Meca Enterprises, Inc. Copyright 2006 LANDERS Page No. 4 of 5 • • ••• • • • ••• •• • • • • ••• • • • • • • • 2/17/2009 • • • • • • • • • • • ••• • • • WINDO2 v2-21 • • • ••• • • • •• •• • • Detailed Wind Load Design (Method 2) per A;3C.e 7-02; ••• • • ••• ••• • • • • • • • • •• • • • •• • •• •• • • • ••• •• ••• •• • • • • • • • •• • • • • • ••• • Developed by Meca Enterprises, Inc. Copyright 2006 LANDERS Page No. 5 of 5 of c • • ••- •• •• • • • •• • • • • • • ••- • • • • •• • • • • ••• •• •• • • • • • • • • • - • • • • • ••- AL - FAROOQ CORPORATION ENGINEERS, PLANNERS & PROD(:CT•TtVldG••• • • • • • ... • • • • PRODUCT APPROVAL EVALUATION • •••. • ••• • • • • • - • • •• • • • Detailed Product Description : Manufacturer: TM WINDOW & DOOR • •• •- •- •- • • •- •- •- •- ••..,1" L. 380 -R2 O bare: 10/0/2007 Model Name: SERIES 338 ALUMINUM FIXED WINDOW Maximum Width: 72" Maximum Height: 144" Maximum Load: +95, -140 PSF (1 AI TL. 'ti 1i, -,L 1ny;R t) Reference Drawings # W06 -18 This product complies with the High Velocity Hurricane Zone (I- IVI-IZ) testing requirements. The above maximum parameters do not occur simultaneously. Sce charts on drawings for combinations of span vs. loads. Mandatory Tests (Tested in accordance with AAMA 101 /I.S.2 /NAFS- 02/TAS -202) TEST DESCRIPTION TEST LOCATION TEST TEST REPORT DATE # ASTM F283 -99 Air Infiltration Fenestration Testing 1 1106/01 FTL -2782 Leakage Laboratory. Inc. 0512103 FTL-3803 ASTM E331 -00 Water Penetration Fenestration Testing 11/06/01 FTL -2782 OR ASTM 547 -00 & Laboratory, Inc. TAS 202 ASTM E330 -02 Uniform Static Air Fenestration Testing I I'06 /0I Fri: -2782 & TAS 202 Press. Laboratory. Inc. 05122;0; FTL -3803 07'06!07 FTL -5276 American Test Lab of S. FL 01/28/03 ATL- 0806.03 -02 09/24/02 ATL-0806.02-02 AAMA1302.5 -76 Forced Entry Fenestration "Testing 1 1/06/01 FTL -2782 & 1303.5 -76 Laboratory, Inc. Comparative analysis used X Yes No As per guicfelines for 1-IVI -IZ. for Dade County. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST TEST DATE REPORT# Ic, 1 }.'c ' ,i,•.. \1 ,., Fenestration Testing 11/06.01 FTL -2784 (TAS201 &203) 1t+lr<<„ Laboratory, Inc. 05.'22 ;03 FTL -3803 ,`` ( \ . 1 1. 07/06/07 FTL -5276 American Test Lab orS.FL 01!28/03 ATL- 0806.03 -02 09/24/01 ATL - 0806.02 -02 Under the limitations of the attached drawings, to the hest of my' knowledge ari'.Lability. the above window /door product conforms to the requirements of the 2004 Florida /Building Code. Evaluation Report Engineer: Dr. 1-lumayoun Farooq PE # 16557 OCT 1 6 2007 �l AI- Farooq Corporation FIB # 3538 ____..._ THESE WIDOWS ARE RATED FOR LARGE MISSILE IMPACT. ! SHUTTERS ARE NOT REO(ARED. SERIES 338 ALUMINUM FLXED WINDOW DESIGN LOAD RATING FOR THESE YANDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 4 APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FDIED/FTMED OR FIXED MITH OTHER FRC APPROVED WINDOWS USING FBC APPR'O MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PROCtICT WS BEEN DESIGNED AND TESTED TO COMPLY MON THE REGOIREMENIS OF THE FLORIDA SOLI1a'IG CODE 2OG4 EDITION H 01 seaormr HURITIOiNE ZONE tf M2). NK000 BUCKS SY OTH13IS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS THAI. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EAIBED4 E D TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ATRE NOT PART or TARS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS tS USED IN DESIGN OF ANCHORS INTO *000 ONLY_ Wt£RIALS INCLUDING BUT NOT LRAM TO SIEEJMETAL SCINF7NS, THAT COME IWO CONTACT ATM OTHER DISSIMILAR W4TERiALS S044 MEET TTiE REOLVEREMENTS TX' 21/04 R10RRDA BLOC. CODE SECTION 2003.8.4. 4RrS svRFAcr ;ovum WM/NAL Ed. OPG, WINDOW WIDTH AYPlc L EI VA11ON ck4UU+n11 O L.1d+ai (v t.b -) i44' °mo1. CE.KEStC V.0 4X5 KPT Pc,t s1E AmorwArxem rnw. A. vrt 1,AT, r-r:. P9rittc, *' t tK i1cL COVU'Mlx; CC/41E. - -: eatni T?ff'.. AT : - C4MI10Kt0a tr BE NES.Volir[i? rnW ircE Seartlk. 6.F.-Cr4=E 041 ,WST I:t:IA�nfa E'+G rWi 11,4CYWE1 BM>Eu CW T eS Crrratt.,T CHS .1c'2M1W w1,117v113ZC /SAL 1\xf.. 'rift !Cyur "t ciKpy -rt.v C3„+&MONS 1X-r44.10 G- PMy GGgOuc EV4UAD1W4 CC,tu.74.EM SRtL SE ac1M ¢4Er{© tiVE.4%. ,r 4treEeP 3t AVV YES C- Srtt SK.C,r <C .7q.R'Eri '4441 61 . 744.4440 @t a ELosh{A sr fc,_TC*.in r 4”,k- F; En[a5 r.q Pfra.CE14 ejc8a11 MA, R I 16A T'Y FRf.7cTCT e,Y[t 'ti.+Ct ©E 9E'PEPCS,Va4 crLp 114 ,-.87 •EN I USE Or i4eE a E n C'u rwrtw * wrrcV4:1, [fit MIMED Etva.ECE, 76 T7'i CtT1 CV-S.R. - K:. rUB■kT id ?a;3 L\4 <F r'Q `.W -GYr*C 6A1.MnG? %- 1.S o E ❑ 4,-.41. IN InZ 7x9? Awre i?�G'rWV Yid, UGj 51,7.11,...r.E !Er 1 �YLa:x'A EtrGm}La tr GRC taV tNA.1 VVEP T0 4 F.H.C. Env: 1St Mow 191.. PE 0 NNW 56.T®. 8 ; m 0 Zi_ 2 W06 -1 1„ of 3/16 ANIL GLASS 3/1Er ANN, CLASS .astr Pat, IRTERIATER SAFETY-PLUS Br •GLAssuat ONO" PET .aso- PotaESTEB PrIEBLAYEP SAFEre -PLUS SY IGLASSLAU - 3310" PET .060. POPESTER INTERLAYER ' •sr POLYESTCR DETEIDAYER SIMONE . +, I Sonly-PLUS BY "avissuot swam s*PErt-Pus or 'Buissum' •itaBco 1 nt4a442E - ' sum , 'mw IftEmBLAZE - 3/p0 ANN. WAS + + SSOO I Stragif BrueoPE i 1 oaveCommo2' DON COMM ': i 9,5 995 X 1/2" GLAZING TAPE ANN. CLAES SLICONE DOw CORNING „ 296, 5 I 3/16- a lir laxzeit TAPE 3/18- 'TEMP. GLASS .015 ADHESIVE BY 'SO --GuIS' POLYCARSONATE LATINATE BY ISAF-GLAT .015 .DNS NE SY 'SAT-Q./kV ' - 3/16" TEMP. GLASS %.10SS_TrilE 1,06- opt GLASS &FIEROYER ROTAEITE PvO 9' 'oupogr• 3/10 AMC GLASS SILICONE TREUCO SP ECTRUU 2 GE 7'700 GLASS *E. GLASS TYPE 'F' 3/1 g" HIAT STIRDIV GLASS 1204.171'14esr, 3/16" NEAT SIREN% GLASS GUM TYPE *C: 010 X 1-1 PH. AT 2T 0.C. 3/16' NEAT sTBDro p-oes ,015 ADMESNE BY 'SAE-ISLAS' .1370- POLYOURIONATE ULAIREATE '5AE-GLAS- RI* lialESAVE SY I59P-121A.S• 3/11' MEAT srpEN'a &Ass SuCon TREIdC0 TRENGLAZE 5500 _17) GLX53_,TYPE 3114" Nur Trapeo GLASS -- 3/16' KtAT STREWS Q.1.9S Dor WE-MAYER .090" RNEALAYER 6UTACTE PVEI BY 'DUPONT SENTRICUS PLUS 114Y DUPONT 3/16* KAI STREN't GLASS 3/16" HEAT 5TREN-0 GLASS SELICONE TREMCO SPECTRUM 2 GE MO GLioiTYPE 'f;" GLAZING OPTIONS SILICONE TREMCO SPECTRua 2 01 1700 E3 a ,J a ow , 3t 13" TEIAR GLASS ; I § .0.90" NITERLAYER CV cD * Z ° SENTRYOULS PLUS SY 'DUPONT - 3/16 TUVR. GLASS SIMONE - 10134C0 SPECTRUM 2 GE 1700 ;USN 'FYPEAr GLASS TYPE T &No, 011. KNOWN 04653 STILI<TUNCS FLA NT. 16SS7 CAN 3538 agR dr-thong n WO 6 1 ; 311691 2o!' u:* it LOAD CAPACITY - PSF WINDOW 0015. ' GLASS TYPE 'A' GLASS TYPE 'Fr GLASS TYPE 'E CLASS TYPE '0' GLASS TYPE V AtiDTH LENGTH ;Exi t.xa ENT (-1 EXT. (+) MT (-9 EXT. (+X INT -5 Ext 11.) , LW 1-3 t57 01 -1 39. = 629 52* 580 sio 75.0 75.0 900 400 95.0 95,0 42" 1_540 135' 54,0 99 0 S9.0 75.0 73.0 xx_i xx 900 95.0 950 48" xx xx 5.5 47.0 418 580 58-0 750 750 5.36* 50.0 950 65.0 94* XX xx XX 47,5 41.5 59 .0 580 ._. 750 _ 75.17 144' 50.0 85.0 4 95.0 XX xx xx XX xx xx X X 6 X 579 57.9 75.0 - 759 90.0 170.0 990 950 . 26-1/2' X X X X 54,6 54.5 75.0 750 750 90,0 95,0 050 72' 95. X X X X X X X X 75.0 750 75.0 900 95.0 2,5,0 • 95.0 .... 0 62.0 - 59,0 5E0 - 750 7520 90.0 SOO 95.0 95 0 42' 90.0 52.3 52.5 59.0 58-0 750 750 90.0 90.0 95.0 i 95.0 ' 900 X 5 X X 57.9 57.9 75.0 70.0 90.0 90.0 55.0 i. 950 5.5' 60 x X X X X X X X 75,0 730 BOA 40.0 950 95.0 60* 75.0 X x x x 4 x x X 720 72.0 72.0 7213 95,0 950 65" 75,0 XX xX xX 9513 72.0 720 72,0 72.0 95.0 95.0 ar 75.0 XX X X 5 X 5 5 72,0 720 72.0 1,2.0 90.3 903. 36' ... 75,0 52.9 52,9 58-0 59.0 75.0 75.0 90.0 59.0 95.0 90.0 42' 900 X 5 X X 56.0 56.0 75.0 75.0 00.0 x 2 950 950 te 750 X x XX XX 1 XX 75.0 75.0 I 90.0 82.0 _ 95.0 95.0 541- ar _ xx xx xx xx 750 75.0 80.0 62.0 95.0 95A 50' MA xx _ _ . xx Ix xx 72.43 720 720 59,0 470.3 90.3 96' 90.0 xx xx xx xx xx xx xx ' xx 42.1 52.1 72' 55.3 85 xx xx xx xx xx 1 xx 75.3 75.3 55* X X X 1 58.9 58.9 75.0 75.0 90.0 90.0 95.0 95.0 42' t x x 5 • x X x X 75.0 750 90.9 900 55.0 05.0 48' XX XX xX 1% 75.0 ' 750 137.4 67.4 95,9 950 54 84 XX X X XX XX '75.0 75.0 77.7 77.7 95.0 95.0 60' Xx xX xX i_xx xx xx xx 8* 52.9 95.9 56* *5 *5 AN XX 745 XX XX 5* 54.5 84.5 72' xx xx xx xx xx xx xx 5* 77.* 77.4 38' X A x X 75.0 7$ 0 900 90.0 95.9 95.0 42' X X X X 750 75,0 900 900 95.0 95.0 X X X X 75.0 750 77.7 72.7 515.0 95.0 54' *5 ,,. XX XX XX *5. 5* 950 05.0 50' x x 5* xx zx xx gx 94.9 94.9 95" X X X X -1___ X X xx XX XX 562 82 72' XX XX XX K X *8 55 5* MO 700 se" X X X X 75.0 75,0 900 900 95.0 95.0 42' X X X X _ 750 75.0 900 600 95.0 930 ' 102' X X 55 x at XX XI X X XX 95.0 950 54" 88 *X *5 55 15 8* 95.0 55.0 60' 55 *5 18 *1 X X *5 68-3 89.3 66' *5 *5 X% 51 XX XX 582 812 38' X X X Pt xxx X r x xj x X X X X 75.0 75.0 90.0 90.0 95.0 55.0 42' x x X X X X 75.0 750 89.7 85.7 95.0 95.0 45 108' ,XX XX XX XX XX XX XX 98-0 95.0 54' x x X X X X x X 9- 5.17 95.0 " X X XX XX XX XX XX XX 115.0950 50' *5 XX XX XX XX x X 96.4 58.4 35- xx xx xx X X 75.0 75.0 90.0 90.0 45.0 95.0 42' xx xX xx xx 5* *1 5* X_ X 53.0 . 95.0 48' 114" X11 XX XX XX xX XX *8 XX 95.0 95.0 51' XX XX 85 Xx XX XX XX XX 95.0 950 05' *5 *5 5.5 *5 *8 5* X X ,, XX 95.3 91.3 36' xx xx xx xx 75.0 75.0 90.0 900 95.0 250 42' xx XX xX xx xx Xx xX XX 950 45' 120' x x x x x x X X X X 11 2 X X X A 95.0 95.0 54' XX 55 Xit 574 )(5 1(5 Il5 *5 95.0 175.0 ' *74 55 IX X XX XX XX XX 51 95.0 1 95.0 DESIGN LUM GAPAC - PSF MOM DIMS_ *.LASS TYPE '74" 6E455 TX 9E '0' 5 ME 'CI GLASS TYPE '0' GLASS TYPE °E.' WHOIH ' LJENGTH EXT , C+4 1NT, 1-) EV 5+) MT 0-9 EST C+7 981. 1-7' EXT, ('7,1941 C-9 EXT (+) 1747 - 347 42* 46' 54" 156' *8 xx 5* xx 9 x xx 51 xx XX xx 740 X X 9 X xX 764 , X X YK Xx 900 X X XX xx 90.0 X X - Xx 95.0 , 95.0 930 , 25.0 95.0 95.0 95.0 95.0 XX *8 %X 74,5 XX xx 55- 42" 46' 54" 135' xx X* xx ,, kx. xx ' xx xx xx x xz xx xx. xx xx_i xx xx xx :515.0 95.0 OSA 950 95.0 95.0 xx XX xx xx xx 5.5 xx , xx xx ISX . XX XX 55 X X XI • 90.0 52"- '4. 5.36* XX x5 XX XX xx XX . XX xx XX XX , xx XX XX xx XX ltX xx X X XX xx X X XX 5* 5* 95.0 95.0 95.0 95.0 .56' 42' sr 144' iXX XX xx XX xx XX X X xx XX xx xx XX xx xx XX xx x x %X xx 5* XX xx x.m 95.0 am 950 95.0 sto 65.0 DESIGN LOAD LAPAC1TY X PSF W050017 01145. CUSS TYPE 'A' GLASS TYPE If 01.955 TYPE V GLASS TYPE '0' GLASS TYPE V 5109TH LENGTH EXT. S.) INT. (x) ExT ,L.o 94T. (17 EXT. 4-9 /NT, 00 EXT. (+) 957. (8) EA T 4+1 iNt 19- 1 18' 12.0 62.0 59.0 59.0 75.0 i 75.5 . 90.0 90.0 95.0 95.0 215- 1 / 2' 93,0 52.0 59.0 59A 75A 75.0 90.0 90.0 95.0 28-0 37' 25" 82.0 8211 59.0 59.0 75-0 750 900 990 9511 , 95.0 53-1/15" 1620 12.0 39.0 39.0 75.0 15.0 90.0 WO 95.0 95.0 19- 1 /5' 62.0 sas sss 1 59.0 ass 75.0 90.0 90.0 95.0 95.0 26-1/2' 91.0 62.0 59.0 59.0 750 750 90.0 900 95.0 95. sr 62.0 82.0 59.0 590 75.0 70.0 900 90.0 95.0 95.0 53- I /4' 5911 59.8 51.0 59.0 75.0 75.0 900 90.0 95.0 95.0 19- 1 /11." 62,0 62.0 59.0 59.0 75.0 75.0 900 930 55.0 95.0 25- 1 /2" 50-5/4" 620 62.0 59.0 590 75,0 75 0 sos soo sss Gas ... 67.0 62.0 31' 39.0 39.0 75.0 75.0 90,0 90.0 95.0 550 53-1/5' 45.3 45.3 59.0 590 70.0 75,0 65.3 65.3 93.0 9513 19-1/5' 62.0 62.0 59.0 59.0 75.0 75.0 sos 90.0 55.0 213-1/5' or 620 61.0 59.0 59.0 75.0 ... 75,0 900 500 95.0 95.0 57.5 97.6 59.0 59.0 75.0 75.0 900 900 95.0 95.0 37' 53-1/5' x x x 2 x x x x 75.0 750 61..3 55_3 95.0 950 19-1/6" cas 82.0 59.0 ss o 75.9 75.0 sox 90.0 95.0 91.0 26- 1/ 2' 62.0 62.0 59.0 990 750 MA 9011 , 90.0 95.0 95.0 741 /4' yr 9 x x x 59,0 590 75,0 750 90.0 900 990 950. 55- liel x x x x xx ' xx 75.0 75.0 65,3 55.3 95.0 95,0 at; w "1 81078 4740 1E6120 0100,640515 CAR BE ORIENTED ANMICASLY 00 SONZON$1L1Y AS SmOwN ASOME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED 014 ASTM E1300-02 (3 SEC. GUSTS). Env: 06. 14.1164•10014 67167XT0R65 71.8. pr 15557 CAN NW 6 200? - ! a , n W06-1 sheet 3o1 DESIGN LOAD CAPACTIT - PSE ENEITPIT DIMS. MOSS TYPE T ccsss TYPE T.' 41...4.53 TITE 'Iv 04.655 TYPE ',1' Vt11TH LEN01004 VII' 1- 61 Mt. 1.4 EXT. 441 INT. (-) EXT. C.) INT, C-7 E3CT. 0+3 TNT 0-1 '10- I le 600 .. 8 00 _ 90.0 900 111 0 140_0 1400 42' 80.0 60-.0 actsi , 900 90.0 00.0 111.0 1400 . 92.0 too atm 0110 90.0 90.0 711.0 900 140.0 54' 40 800 80-0 a 90.0 00.0 111 0 90.9 140.0 00. 90.0 80.0 80.0 140_0 90.13 90.0 111.0 90.0 14013 66' 0110 _ 88.0 010 37" 1 80.0 90.0 011.0 900 1400 72' 90,0 785 76.5 80.0 90.0 90.0 110,o 800 140.0 36' 140.0 so o 600 90.0 90.0 90.0 1104 904 1400 se 28- lie , -5/fr 150 8010 800 90.0 90.0 90.0 011.0 90.0 040.0 sr 80.0 moo) 80.0 scot 90.0 90.40 111.0 sit* _lax 14.04 54- 75.9 71 I 71,0 80.0 604 COW 98.7 MO 124.4 60" 90.0 840 64,0 72,0 72.0 72.0 _., 88.8 7200 _ 112.0 me' 90.0 84.0 64.0 72.0 72.0 720 883 ' 72.0 012.0 72. 20.0 04.0 64.0 , 72.0 70.0 72.0 WA 72,0 _ 112,0 36' 100-3 80.0 800 19-7/e- 50,0 900 111.0 so.o 1 so o 42- 90.0 too 800 800 90-0 111 0 90.0 1400 48- 72- 76.5 78.5 81 a: 90.0 111.0 90.0 _ 140.0 54' *440.0 111 71.1 '; 71.4 90.0 89.7 80.0 124.4 1317" 84.0 84.0 72.0 199.9 72.0 102.0 35' acto 80.0 80.0 90.0 90.0 110.0 90.0 140.0 42" 64- 69,8. 69.8 1 90.0 900 . SO 0 111.0 90.0 1400 45' 65.4 65 4 1 900 900 90.0 111.0 90.0 140.0 54' 54.1 64.1 80.0 800 80.0 ,. 99.7 80.0 i 124.4 a s - 75.9 75.9 1 20 .0 90,0 90.0 01 0 .o Imo 140,0 12- 98. 64.3 64.3 90.0 90,0 90.0 111,0 1900 1447,0 as- 59.8 59.8 900 900 90.0 110,0 90.0 140.0 36' 719 73.9 90.0 900 90,0 1 111.0 90.0 140,0 42' 102" 64.9 643 I 90.0 90,0 90.0 1 111.0 90.0 1400 00* 14.1 061 90.0 900 90.0 111.0 90.0 140.0 42' 61.3 81.3 90 .0 90.8 90,0 110.0 900 140,0 36" 114' 74.0 74.0 900 904 90.0 111.0 90.0 [ 040.0 35' 1' 74.0 90.0 90.0 90.0 111,0 90.0 140.0 36' 126' 72.7 72.7 90-0 90.0 90.0 111.0 90.0 140,0 nrstatr 1.0411 CAPACITY wits' twos. GLs...ss TYPE Y GLASS TYPE '0. MASS. ME .11' LOLLS'S UP1 '14 - 1.110T14 LE T14 EXT. 4.7 941%, CX.) 011. 4.0, 94T. 00 EXT, 440 097, 48) 081'. 4.7 Pd. 051 '10- I le 600 80.0 900 900 90.13 111.0 9400 140_0 29-1/2" 600 80.0 909 90.0 900 1110 900 14100 r 37- 30,0 800 92.0 90.0 90.0 0110 90.0 140.0 840 90-0 91011 90,0 40.0 111.0 ie.') Isom 19-1/5' 6474 _, 900 904 90.0 111.0 98.0 140_0 26_t/21383/5.. , 38-3/9 .. 80,0 _ 004 80.0 90.0 90.0 0110 80.0 1400 37" 1 Boo 80.0 silo sob 90.0 111.0 90,0 0400 52-1/8" 1 80.0 800 90.0 90.0 904 711.0 90.0 140.0 1St-1pr 60.0 90,0 900 90.0 90.0 1110 90.0 1 .10 0 28- lie , -5/fr 150 800 80,0 90.0 SCA 90.0 1114 90,0 040.0 sr 80.0 80.0 90.0 90.0 904 1114 800 140.0 93-1/6. I 75.9 75.9 85.3 854 toss 105.2 85,3 132.7 80,10 1 193.0 90.0 90.0 OA 111..0 Ito 0 140.0 26-1/2' 80,0 80.0 90.0 90.0 90.0 111.0 90.0 14/3,0 Sr 80.0 80.0 90.0 90.0 20.0 s11.47 900 1400 53 -1/8' i 72.3 , 72.3 80.3 81.3 91.3 100-3 613 1295 19-7/e- 50,0 ' 517.9 so)) 90.8 000 0104 90.0 140..0 26-1/2" 24-1/4- 800 80.0 80.0 95.8 80.0 110.17 silo 148.0 37' 80.0 800 20.0 90.0 20.0 111.0 900 *440.0 93-1/8' 1 71.4 '; 71.4 51.3 81.3 81-3 , 100-3 813 120.9 1411204 ANCI Loom maws:on cm GE CEO VERTICALLY OR 040R7ONTALLY AS SHOWN ABM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON AS DA E 1 300-02 (3 SEC. GUSTS). Enqn op etaisersai F00000 STRUCTURES RA. 95 18541? 0Am Iva 0 Sti • • I 'f • .7 C.. 519I & c49 al 06 - 1 sheaf 4 cf FRC APED IRTURRT & MLAIJO*+' ANCHORS :SEE SEPARATE APPROVAL TYPICAL mcEGRS SEE ELEv: TTIR SPACING WO0O BUCKS AND METAL STRUCTURE NOT BY TM WIivDGwS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING SIRUCTURE. TYPLc LA IIOKS: SEE FLEY. FOR sPacac 1/4' TAPCONS INTO WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR 3000 PS1 ION. CONC. 1 -1 /4 Ailtd. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MIN. CONC. 1 -I /4" MIN. FAMED INTO MASONRY OR CONC. i14 DRRIFlF!( OR SELF DRILLING SCREWS (SQ SPADE s INTO METAL STRUCTURES STF I. 92 CA. 5.1057 MIN. (Fy = 36 ICSI MITL) ALUMINUM I/8 TROC. MIN, (8063 -T5 URL ) (STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED OR PAINTED) fy MiNonS2 KSi) i14 SMS INTO APPROVED MULLIONS (NO SHIN[ SPACE) 1YPIC 1 EDGE DISTANCE INTO CONCRETE AND, MASONRY = 2-1/2" NUN INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MW. FRAME C0RNERS SEALED WITH SIUC0N1:. Emir, !$f.S E! PIA I'C' :83$7 CAN, Ma. n 2 yjxu 3 " ?h al act z3 zQ 3375 1b56 WII1'DCW FRAME ZOO GLAZING STOP TUBE 758 3A GLAZING STOP TUaE 110 GLAZING STOP EXTERIOR ANGLE A23 1.560 1.500 • GUZING STOP INTERIOR ANGLE 835 443 GLAZING OEAQ ITEM PART j i.....� 611 35277 -A 1246 Pw -338 SPA- 0460 EPA- Ivo +lo X�1' X 1--I f4' TN -9i4 QII'A.79TIT9 C1E�F71PL9P MAME, isLLeaiaa. TOP TU As 1781)0. i alo stop. TueE AS 118017. (sAzi,t0 Std FXITAtdt ANGLE ATOlS C ATe+LA;3TOP INTElaat AOKAIC AS RHO Q.A No TAPE, I9p.f, - TRUIE AtSetritY =WS ▪ '.ulZet SCREl43 _ $T*P' IS 8PF.6D IA.Ai6i0 sioa M OMIT VOL11014 SEE SeNRATE APPROYAI. W06 -1 sheet 6 or BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ'(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "515" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • ••• • • • . : •• •• • • • • . •• • • • • • • • •.• • • • • • • • :• • • • • • • • • : jVI MI- �7ArDE CQ 4TY4 FLORIDA : : • • METRO -114E r141GI,E .13• JILDING 140 \ T FEA €LUlt STRF,E'T,• 3JITE 1603 MIAMI, FLORIDA 33130 -1563 • • • •(305 375 -2901 FAX (305) 372 -6339 • • =ninaac>Me'o�PhLildinecode ••• :: • . •• • •• •• : • NOA No. 08- 0506.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • 2. Drawing No W06 -30, Sheets 1 through 7 of 7, titled ;SCrits f ij5 tiltswifig Aluminum Casement Window (L.M.I.) ", dated 04/14/06 with re is•sori. datCd 1,/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. •• •• • •: T.M. Window & Door LLC • • ••• • • • ••• •• •• • • • • •• •• • • • • •0 • • • • • • •a• • • • • ••• NOTICE OF ACCEPTANCE: EVIDI+1YICE'OSUBMITJ.ED • • •.• • • • •• . • •. •• • • • • • • •. •• •• 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Tegt J o4dijpfx F13C. TA•S 20294 3) Water Resistance Test, per FBC: IFS 20Z-9A, • • •. 4) Large Missile Impact Test per'FBG, 'AS '2(11 -?1.. ••: 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series "515" Aluminum Outswing Casement Window - LM Impact, appro d on 11/08/06 and expiring on 05/01/08. E -2 Manuel Pe z, . E Product Control ; xam' er NOA No. 08 -: i 1.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• • • • • • • • • • •• • • • •• ••• •• •• • • • • • ••• •• SURFACE APPLIED FALSE MUNONS OPTIONAL SNUBBERS (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' 37" WINDOW WIDTH 33' 8EAD /0LL CORNERS THESE WINDOWS ARE RATED FOR IARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APP0ES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CAW/CAS/AT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO E0ITRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING TIM VELOCITY HURRICANE ZONE ONO). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION ,NCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS NCLII0NG BUT NOT LIMITED TO SIEU/IETAL 5CRESS, THAT COME INTO CONTACT 2/1110 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. OODE SECTION 2003.8.4. 14 3/8' MAX. HEAD SILL SINGLE VENT WDW CON A" 72 1/4° I HINGE WINDOW WIDTH 35' 35' VENT WIDTH 30' VENT WIDTH 30' 0.1.. OPG. WIDTH I I 0.L OPG. WIDTH 1 I /\ .x O / '' // - T5= = == 0 ■ \ \ O \ \ \ - 00 \ \ \i == =_tt =_ \ A g...-- J� // 14 3/8' 1 I LOCKS AT CORNERS 121._12P2-2112215 DLO HT.. WDW. HT - 7.0' DLO W. (SINGLE VENT) m WOW. W - 7' DLO W. (DUAL VENT) = WOW. W/2 - 8.125' SILL DUAL VENT WDW HIITT HINGES AT SASH (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. NT. UPTO 72' (2) FOR WOW. NT. UPTO 48' (3) FOR WOW. HT. UPTO 72' LAMINATED CLASS LARGE MISSILE IMPACT M HUWYDUN M000 SIRUCNRES M PE 3i I8537 935 CAN. JAN 2 5 2008 PRODUCTRRVISRD somphing thrMen Code RWFTb080 Bute 7411 G.W.9 OfL /..,.... ,, 448000 u 2 8 0 0. sheet 1 of 7 • • ••• • • • ••• • • • • • • •• • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• `1u1 +\ `� R - DESIGN LOAD CAPACITY - PSF FOR ( Y ) S1060 DESIGN LOAD CAPACITY - PSF FOR ( YE ) SIXES NOTE: ,. GLASS CAPAC(OES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). ` WINDOW DINS. GLASS TYPES 'A' 8: '0' 06,636 TYPES '8'. '0 8 'E' WINDOW 0180. GLASS TYPES 'A' k 'C' GL.806 TYPES '8', 'D & 'E' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 SW. 87 AVE MUfMI. FLORIDA 33174 TEL (308) 2648100 FAX. (309) 2828978 13 8 61051 610085 05049') 1Nr.( -) E0t.(4) 1N1.) -) WIDTH HEIGHT 000.)o) 148.( -) am(*) 110.) -) 10-1/8" 26-1/2" 37' (2) 62.0 62.0 80.0 80.0 28 -1/2' 37' 53 -1/8' 74' 28• (2) 62.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 18 -1/8' 28 -1/2' 37' 38 8• 620 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 28 -1/2' 37' 53-1/8" 74" 38 -3/8• (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 19 -1 /8' 25 -1/2' 37" 62("8 82.0 62.0 80.0 80.0 52.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 800 26 -1/2' 37' 53 -1/8' 74' 50 -5/8• (4) 82,0 62.0 80.0 80.0 18 -1/8' 26 -1/2' 37' 8(53) 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8' 26 -1/2' 74 -1/4• (6) 820 620 80.0 80.0 28 -1/2' 37" 53 -1/8' 74" 83• (5) 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 82.0 80.0 60.0 TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 30' 74- 1/418) 620 62.0 80.0 80.0 62.0 62.0 87.9 67.9 18' 24' 30" 35' 24' (2) 620 62.0 80.0 80.0 48.8 48.8 48.8 48.8 62.0 62.0 80.0 80.0 28 -1/2' 37' 53 -1/6' 74' 72• (8) 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 85.4 65.4 820 62.0 80.0 80.0 45.8 45.5 45.5 45.5 18' 24' 30" 36' 36' (3) 82.0 82.0 80.0 80.0 32.7 32.7 32.7 32.7 62.0 82.0 80.0 80.0 24' 36" 48' 80" 72" 24. (2) 82.0 62.0 80.0 60.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 800 18" 24' 30" 35' 48' (4) 62.0 620 80.0 80.0 62.0 62.0 80.0 80.0 820 62.0 80.0 80.0 62.0 62.0 80.0 80.0 620 82.0 80.0 80.0 24" 36' 46' 60' 72" 78. (3) 62.0 82.0 60.0 80.0 82.0 62.0 80.0 800 820 62.0 80.0 80.0 18' 24' 30" 38' 80' (5) 82.0 62.0 80.0 60.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 r ig N ti@ 1 620 62.0 800 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24" 36' 48' 80" 72' 48' (4) 62.0 62.0 80.0 80.0 18' 24' 30' 38' 63' (5) 82.0 62.8 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 600 62.0 62.0 60.0 80.0 82.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 18' 24' 30' 38' 72" (6) 62.0 62.0 80.0 8110 24" 38' 48' 60' 72' 60' (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 620 82.0 80.0 80.0 62.0 62.0 60.0 60.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 52.0 89.8 69.5 m 1 A o 37' 72" (8) 62.0 82.0 80.0 60.0 56.0 58.0 98.0 58.0 () .. N0. OF ANCHORS PER JAMB 24" 38' 48' 80' 72" 63' (5) 82.0 62.0 80.0 80.0 o m 62.0 82.0 80.0 80.0 62.0 62.0 75.2 75.2 $ L i 11 d $ .- 8 b 80.2 50.2 60.2 802 50.1 50.1 50.1 50.1 ((( Erq,.. OR HUYAWAIN /AV084 STRUCTURES F1A 0 .8587 ' /` /// , 2 6 2008 PRODUCT' REVISED n08 0p MwhI0 WM 659508 oa 6 OW . / //. . �r., 2t' 36" 48' 60' 72' (6) 82.0 82.0 80.0 80.0 82.0 82.0 87.2 87.2 50.4 50.4 50.4 50.4 40.3 40.3 40.3 40.3 drawing no. W06 -30 33.6 33.8 33.6 33.6 . _ ... PmcRml r..,:� .. ! -`",' () a NO. OF ANCHORS PER JANE (41886 of 7 ) • • ••• • • • ••• .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • . . • • • • .. • • • • • • • • • • • • . • • • • • • • • • • • ... ... • • • • • .. .. • • • .. ... .. • . • . • • • .. • • • • • ... .. • SILICONE SILICONE -00W CORNING 995 DOW CORNING 995 TRE11C0 TREIAOIAZE 500 TRENCO TRENGIAZE 500 3/16" ANN. GLASS 090' INTERIAYER SAFETY PLUS POLYESTER .010" PET FILM .060" INEERIAYER - SAFETY PLUS POLYESTER 3/16' ANN. GLASS .015" URETHANE ADHESIVE .070' INTERMIT 'SAT -CLAS' POLYCARBONATE .015" URETHANE ADHESIVE 3/16' ANN. MUSS 3/16" ANN. GLASS SILICONE L'I SILICONE 00W CORNING 995 $ DOW CORNING 995 1RQ•00 TREAICIAZE 500 3 N TRENCO TREUGlAZE 500 GLASS TYPE 'A' SILICONE �GE RG57700 3/16" ANN. GLASS .090" ONTERLAYER SAKE% RIG BY SOLUIIA 3/16' ANN. GLASS 9000NE 0E 9457700 GLASS TYPE 'E' PLASS TYPE GLAZING OPTIONS SI000NE DOW CORNING 995 TRE3400 TREMGLAAZE 500 3/16" ANN. CLASS .120" INTERLAYER UVEUOL -UO RESIN SILICONE 00W CORNING 995 7RESC0 TRENGLAZE 500 3/16" HEAT STREW() GLASS .120" INIERUYER LMEHOL -06 RESIN 3/18' ANN. MUSS 3/16' HEAT STREN'D GLASS SILICONE COW 0099I719 955 TRENCO 112010183E 500 GLASS TYPE 'C' SILICONE DOW CORNING 995 TRE61C0 TREIIGU3E 500 GLASS TYPE 'D' Eng. DR HUWYOUR FAR000 STRUCTURES FU. PE i 19657 CAN 3536 PRODUCT REVISED e mid7ltq with the NNW BGIR042 Cole Aa9PM^256 I ;- / BWdn10n1 Rao LIPJIG •/ .-LAN 2 6 2008 C U Z R 0 8 pc 8 drawing no. W06 -30 sheet 3of 7 • • •.. S. •• • • • • • • • • • • • • • ••• • • • • • •.. • • • • • • ••• •• •• • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • •• • • • • •• •• • • • •• ••• • • ••. • • • • •• • • • •• • • r 0 D.L. OPO. EXTERIOR 72 ypt W7pT WO DOW WIDTH • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • s • • • • • II • • •• • • • • • • • • • • • • • 1 • 0 • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • ••• • • • • •• • • • • • •• • • • • • ••• •• (0 FRAME 1.889 1.224 -J VENT .848 .600 1 .045 � �� .898 GLAZING 8046 GLAZING TUBE ITEM PART 7 QUANTITY DESCRIPTION lemma 0ANF./00PPLTER /BEMARH9 1 0037828 4 FROZE 6083 -74 - 2 GW37528 4 VENT 6083-T6 - J G637824 1 IMPOST 6063 -T6 - 4 184325 05 8000. 23A2386 BEAD 8063-76 - M - AS REQO. 2062040 TUBE 6083-T6 5 #10 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS 51. STEEL PH 5395 8 SW27713 - CORNER KEY ALUMNUM - 7 - - CORNER KEY (3 X 1 X .062' 305154ON) ALUMINUM - 8 - - CORNER KEY (3 X 11/18 X .082' CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1-3/8" 8 .041' CHEVRON) ALUMINUM - 10 2230 AS REOD. FRAME & VENT 814107INC 055041 - 11 CW37521 AS REOD. MUTT HINGE INTERIOR (FASTENED W/ (3) 810 X 3/8" PH 5845) ALUMINUM - 12 OW37527 AS RECD. MUTT HINGE EXTERIOR (FASTENED W/ (2) 810 X 3/6' PH 545) ALUMINUM - 13 23 -85 -32 - 8010 OPERATOR (FASTENED W/ (4) 810 X 3/8' PH SMS) - TROTH 14 24 -11 -32 AS RE00. LEVER TYPE CAM LOCI( (FASTENED W/ (2) 110 X 3/8' PH 8396) - - 15 21088 - STRIKE KEEPER (FASTENED W/ (4) 86 X 1/2' 1H 5U5) - TRUTH 16 30238 AS REQO. KEEPER (FASTENED W/ (2) 110 X 3/8" PH EMS) - - 17 300 SERIES 2/ VENT 3 MR CONCEALED HWCE (FASTENED W/ (2) 810 X 3/8' PH SM5) ST. STEEL AT SASH 70P & BOTTOM 18 58001/58002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) 88 X 1/2' HE% H SD SCREWS) ZINC AT HINGE PAIL 19 - - - - - Y 8 121- -q 3.498 O O IMPOST 2.121 1.373 � <m 0 PRODUCT REVISED A1Tryt w0Btf81129804 63018 3.000 1 T 4.4 CORNER KEY CORNER KEYS b -1.378 008 drawing no. WO6 -30 sheet 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• 00 • • • 00 000 00 • • ••• • • • • •• • • • • • •• • • • • • ••• •• j'MPQ5T CORNERS U z Rf mo o SS drawing no. W06 -30 (sheet lot 7 MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Smith Mountain Impact Systems by Pande Pane 11305 N.W. 128 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SMI -175" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -64, titled "Series SMI -175 Aluminum Window Wall (L.M.I.) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09/26/2005, prepared by Al- Farooq Corporation, DATED 06/08/2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0925.01 and consists of this page 1 and evidence pages E -land E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • .•• • •• • • • . • • • . • . • • • • • • • • • • • • • • • • • ••• • • • • • •. • • • • • • • • • • • ••• • • • . • • • • • . • • • • M?AM4 -DA•DI COLIVi Y,3RIDA • .' ; „NETR4ZIAB V t'L.AGLE t B ,DING 140 WEST FLAGLER STREET, SrJ?TE 1603 MIAMI, FLORIDA 33130 -1563 • • j345) X75; 29.0'I + P,X (piS) 372 -6339 • •4tiaaltra .Md'vfbutiiiingcode • •• • • '•' • • ••• •• NOA No. 07- 0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 Page 1 Smith Mountain Impact Systems by Pande Pane NOTICE OF ACCEPTANCE: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ;.; EVIDEUBTTED • •• A. DRAWINGS •• • • • •• ••• •• 1. Manufacturer's die drawings and sections. • • 2. Drawing No. W03 -64, titled "Series SMI -175 Alum inu n?Adoiv sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09/26/2005, prepared by Al- Farooq Corporation, DATED 06/08/2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.land TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3721 dated 03/26/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #03- 0925.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411.3.2.land TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3833 dated 08/05/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #03- 092S.O1) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3465 dated 7/17/2002, signed and sealed by James Worth, P.E. (Submitted under NOA #03- 0925.01) E -1 Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No. 07- 0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Smith Mountain Impact Systems by Pande Pane • • • • • • • • • • .. • • • • NOTICE OF ACCEPTANCE: EVIDEN�I� ST • 1VIliTF,D. • • • • .. • • • ... • • • •• C. CALCULATIONS • • • • • • • • • • • • 1. Anchor verification calculations and structural analysis, c:d ptytigritbfBul004, prepared by Al- Farooq Corporation, dated 06 /08 /20iff:srgneciand ealddby..* Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saf lex IIIG Clear or colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. 2. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. F. STATEMENTS 1. Statement letter of conformance, no financial interest and independent, dated 04/26/2007, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no.1-1'L 02051, issued by Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Worth, P.E. (Submitted under NOA #03- 0925.01) 3. Laboratory compliance letter for Test Report no. r 1'L 3721 issued by Fenestration Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) 4. Laboratory compliance letter for Test Report no. 1-(11, 3833 issued by Fenestration Testing Laboratory, Inc., dated 8/7/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) G. OTHER 1. Notice of Acceptance No. 03- 0925.01, issued to Smith Mountain Impact Systems by Pande Pane for their Series "SMI-175 Aluminum Window Wall (L.M.I.) ", approved on 12/04/2003 and expiring on 11/21/2007. E -2 Jaime D. Gascon, ° .E. Chief, Product Control Division NOA No. 07- 0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • ••• •• • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • ••• • • •• • • • •• ••• •• • • • • •• • • • • • ••• •• • • CONTINUOUS FRAME cOR \ASSEMBLED CORNER EEL GPO. SEE SHEET 2 3 3 /B" HEAD/SRL CORNERS S' i SERIES SMI -175 ALUM WINDOW WALL STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SKITTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (1-55H2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EIISD)MENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR SNCCO. ANCHORING OR LOADING CONDBIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A ICAO DURATION INCREASE N ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLWNO BUT NOT IRDIED TO STEEL/METAL 5CR A5, THAT COME INTO CONTACT WITH OTHER =SWIM MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 20032.4. 11 3/4• MAX. SILL ANCHORS I AT EACH SIDE OF YUWON -1 SEE SHEET S FDR CAPACITY TYPI AL ET EVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS SEE 'SMITH MOI TAM' IMPACT DOOR NOA FOR DOOR RATING & DETAILS. SEE DOOR NOA --FUR DOOR FRAME ANCHORS CAPACITY STEP l STEP 2 DETERMINE DESIGN WINO LOAD REQUIREMENT EASED ON WIND VELOCITY, BIRO. KICK. WIND 20NE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN L040 CAPACITY OF DESIRED GLASS 51g. 572P 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 110 CAPACITY SHOULD FKCEEO THE DESIGN LOAD. 5724, 4 USING CHART ON SHEETS 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM S..1, 2, 3 AND 4 STALL APPLY TO ENTIRE SYSTEM. D.E. 020. SEE SHEET 2 g I 8 3 3/5' CORNERS 11 3/4" MAIL HEAD /SILL LAMINATED GLASS LARGE MISSILE IMPACT EMP: C YtM FARWO PIA PE 14 10557 CAN. 3936 PRODUCTREVs5D DwT the Florida �}B7 Aee1Pr.Tm 2 era Fa0I i Ot1Tdm CmC 0 4 4 ce 6 2 3 b g. _S d awing no. W03 -64 (sheet 1 01 S • • ••• • • • ••• •• •• • • • 00 •• • • • • 0 • • • • • • • • 0 ••• • • • • • • • • • • 0 • • ••• • • • • ••• • 0 0 • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • •• • • • • •• IS 0 • • •• ••• •• • • • • • • 0 0 • • •• • • •• • • • • • ••• ••• GLASS LOAD CAPACITY - PS? GLASS LOAD CAPACITY - PSP NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '6' CLASS TYPE '0 CLASS TYPE '0' 91458 TYPE 'E' NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '13' GLASS TYPE 'C' GLASS TYPE '11'01480 TYPE '9' 6L0. WIDTH O.L.O. 80001 R7.(+)&Wf.( -) FXT.(+)&INL( -) EXr .o)& •(-) 000( +)&IN1.( -) EXL( +) &04T.( -) DLO. *DM 0.1.0. HE0HT EXT.(+)&IM.( -) E10.( +)&INL( -) EXL( +)&NT.( -) E%1'.( +) &4NT.(-) E%1.( +)&INL(-) 20" 26" 32" 38" 44" - 60" 58' 60' 68" 74 630 83.0 120.0 100.0 904 30" 28" 32" 38" 44" 80" 66' 80' 68" 88" 834 83.0 120.0 100.0 904 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 1000 90.0 63.0 63.0 120.0 100.0 80.0 630 - 100.0 1000 000 830 83.0 106.9 100.0 900 834 - 100.0 1000 90.0 830 - 1000 100.0 90.0 83.0 - 100.0 100.0 83.0 - 10E0 100.0 90.0 - - 100.0 100.0 - 83.0 - 1040 1000 90.0 - - 100.0 1000 - 63.0 - 1000 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20' 26" 32" 30" 44" 50' 58' 60" 66" BO" 63.0 83.0 1200 1000 90.0 20" 28" 32" 36" 44' 50" 06' 80" 164 63.0 63.0 120.0 100.0 904 0.7.0 83.0 120.0 100.0 80.0 63.0 63.0 120.0 100.0 604 63.0 63.0 1204 100.0 90.0 834 - 1040 100.0 904 630 - 100.0 1000 90.0 63.0 - 100.0 100.0 000 63.0 - 100.0 100.0 800 x.83.0 - 100.0 100.0 - 63.0 - 100.0 100.0 80.0 - - 100.0 1000 - 63.0 - 100.0 100.0 - - - 200.0 100.0 - - - 1000 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20" 26" 32" 38" 44" 00" 56" 110" 630 63.0 220.0 100.0 900 20" 26' 32' 38" 44" 50' 06" 60" 80' W 63.0 83.0 120.0 100.0 90.0 83.0 83.0 120.0 100.0 90.0 83.0 63.0 120.0 100.0 90.0 63.0 - 200.0 100.0 90.0 670 830 120.0 100.0 904 83.0 - 100.0 100.0 - 634 - 100.0 100.0 900 - - 100.0 100.0 - 830 - 100.0 100.0 904 - - 200.0 100.0 83.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20' 28" 32" 38" 44" 50" 58" 118" 63.0 83.0 120.0 100.0 904 - - 1000 100.0 - 63.0 - 100.0 100.0 00.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 20" 29" 32" 38" 44' 90" se" ea" 66• �• 830 83.0 120.0 1000 004 83.0 - 200.0 1004 - 83.0 630 120.0 1000 900 - - 100.0 100.0 - 630 630 1160 1000 604 - - 100.0 1000 - 630 - 100.0 1000 004 - - 97.9 100.0 - 83.0 - 100.0 100.0 000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 63.0 - 100.0 100.0 - - - 100.0 1004 - - - 160.0 1004 - - - 160.0 1000 - 1/4" ANN. CLASS .090' INTER LATER SAFLEX /XEEPS4FE MAXIMUM 1/4' ANN. GLASS iV 1/4" HEAT 000082 GLASS .120" IM XOL -L10 RESIN 1/4' HEAT 01REN'D GLASS 9/16' HEAT &TREN'0 01410 .120" OVEE01 -00 RESIN 1/4" HEAT STRENb GLASS GLASS TYPE 'A' GL4S3 TYPE 'B' GLASS TYPE 'C' GTASS TYPE 'D' GLAZING OPTIONS DLO. WIDTH 0.1.0. WIDTH 5 �< U en z C0 R 14 a d 5 E Ergo DR. WN F s1R6021 FLA. 169 PE / 18559 C.A.N. 7878 PRODOCEREVIS4a complying with Om Florida No 1'1311 - 0 drawing no. W03 -64 sheet 2of 8 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • • • 9 • •• • • • •• • • • • • ••• •• ' - MULLION LOAD CAPACITY - PSP 80733019 LOAD CAPACITY - PSF WITHOUT IN78PoAEDIA10 HORIZONTALS V, a �j 8171100/ 044ERWEM400 HORIZONTALS W1 02 909766A5 0618. `10'9007 9dNPofl0140 9119 9104709089 660876640, 0788. 1000007 0060W0050 9010 0 0 8000 AL- FAROOQ CORPORATION ENGINEERS S PRODUCT DEVELOPMENT 1338 8.W. 87 AVE MVV84 FLORIDA 33174 TELL308) 3848100 FAX. (308)3836938 COMP- ANL \WO: rani (i6) 91149E !RIGHT OOT.(+) IM.( -) 607.( +) N7 .) -) iom (W) ERASE HOOT IXT.(+) MT.( -) IX7.( +) WT.( -) - 24' 30' l8' 42'. 48• 54' 80' 88' 72' IODA 100.0 100.0 120.0 24' JO• 38• 42' 43' 54' 80' 58' 108' 100.0 100.0 100-0 120-0 IOOA 100.0 100.0 120.0 90.3 90.3 100.0 120.0 IOOA 100.0 100.0 1204 783 70.3 100.0 120.0 100.0 100.0 1004 120.0 88.5 884 100.0 119.9 1000 100.0 100.0 120.0 59.3 59.3 90.0 100.0 100.0 100.0 100.0 120.0 - - 90.0 100.0 WI + W2 100.0 100.0 100.0 120.0 - - 904 99.2 100.0 100.0 00.0 100.0 - - 10.0 92.5 WIDTH )w) .4 2 24" 30' 38• 42' 40' 54' 80' 89• 78' 100.0 100.0 100.0 120.0 24' 30' 34• 42• 49• 54' 80' 114• 94.7 94.7 100.0 120.0 100.0 100.0 100.0 120.0 76.5 789 100.0 120.0 100.0 1004 100.0 120.0 64.0 64.8 100. 120.0 100.0 1004 100.0 120.0 582 583 1004 100.0 100.0 100.0 100.0 120.0 - - 90.0 100.0 100.0 100.0 1004 1204 - - 00.0 98.0 - 2 1010 1000 904 1004 - - 884 884 d / 1 1.. N QU n. N n 1 _43 3 = 2: e 100.0 1004 90.0 100.0 24' 30' 38• 42• 44' 54" 80' 120' 81.1 81.1 100.0 120.0 24' 30' 38' 42' 48' 54' 80' 89' 84' 1000 100-0 1004 120-0 65.4 85.4 100.0 120.0 1000 100.0 100.0 120.0 55.1 55.1 100.0 120.0 100.0 100.0 100.0 120.0 47.9 47.0 90.0 100.0 . 100.0 100.0 100.0 1200 - - 90.0 05.3 100.0 100.0 100.0 120.0 - - 85.0 83.9 100.0 1004 100.0 119.9 - - 78.7 757 99.8 993 90.0 1000 _ _ 90.0 100.0 34• 30• 38' 42" 48' 54' 80' 88' 90 1004 1004 100.0 1204 R rr : 100.0 9590 100.0 1204 100.0 1004 100.0 120.0 J ti- 100.0 1007 1004 1200 98.7 98.7 100.0 120.0 902 90.2 904 100.0 - 904 1004 ' 81.1111074 97111074 0/0 81700•080/10 9/ 9000080060 € 1 jryyj - - 00.0 100.0 24" 30• 39" 42' 48• 54• 80' 4' 98' 100.0 1004 100.0 120.0 100.0 1004 100.0 1204 100.0 100.0 100.0 120.0 954 95.0 100.0 120.0 84.9 84.9 904 1004 773 77.3 00.0 1004 �j ,I�. ■ - - 904 100.0 - J - 900 f 20.0 IIt_iG minim minim 24' 3 30' 38' 42' 48" 102' 100.0 100-0 100.0 120.0 100.0 1004 1004 120.0 91.1 91.1 100.0 1204 - -- Q - yy 11 i y9 - a k 2 113 709 79.5 100.0 120.0 71.1 71.1 000 1004 inw'. OR 809-01'008 iANOW PRODUCT RBYISEO as 9om9t7in9 watt Oq 4 & 7 di is Co-4o ..: • ,,.. 71f' lF4. 51' 170• 88' - - 90.0 100.0 07071.78IIC73 M^ AR 33587 / - / _ 20J? p1N - - 90.0 100.0 - - 90.0 100.0 dr0.'ng no. W03 -64 (.afoot 3of 8 ) 1)ia9loo • • ••• • • • ••• •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• ••• • • • • • •• •• • • • •• ••• •• • • • • • 0 • • •• • • • • • ••• •• 4.1.‘j R 3 MULLION LOAD CAPACITY - PST' WITH 0NIE8MEOIATE HOW20NTALS MULLION LOAD CAPACITY - PEP WITH INTERMEDIATE HORIZONTALS INTERMEDIATE HORIZONTALS NOMINAL DIMS. 11128801 REINF000180 70TH REINFORCING NOMINAL DIMS. TIMMY REINFORCING 1005 REINFORCING ■1 1-i. 61001 (w) ewe 6DBHT 051.( +) ONT.( -) t7O.( +) IM.( -) WIDTH (w) FRAME HEIGHT ELT.( +) IM.( -) 081( +) PR.(-) 24' 30" 3B' {2` 48" 84' 90' 88' ]Z' 100.0 100.0 100.0 120.0 24' 30• 38' 42" 68' 54' 60• 88" 1�, 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 87.7 87.7 100.0 120. 100.0 100.0 100.0 120.0 73.1 73.1 100.0 120.0 100.0 100.0 100.0 120.0 82.7 62.7 100.0 118.9 100.0 100.0 100.0 120.0 84.8 54.8 90.0 100.0 100.0 1000 100.0 120.0 - - 80.0 89.1 00.1 85 100.0 100,0 100.0 120.0 - - 89.2 89.2 100.0 100.0 100.0 100.0 - - 81.1 81.1 WI + 6(2 24" 30' 38" 42" 48" 54" 60" or 78" 100.0 100.0 100.0 120.0 24" 30" 38" 42" 48' 54• 80" 114" 93.2 93.2 100.0 120.0 100.0 100.0 100.0 120.0 74.6 74.8 100.0 120.0 WIDTH (Wi m 2 9018 MOUNTAIN DOORS SEE SEPARATE 906 100.0 100.0 100.0 120.0 822 622 100.0 120.0 100.0 100.0 100.0 120.0 53.1 53.3 90.0 100.0 100.0 100.0 100.0 120.0 - - 90.0 100.0 100.0 100.0 100.0 120.0 - - 890 59.0 • `� i 1 4.. 3 n N y{ a"3 i 972 97.2 900 100.0 - - 80.1 80.1 88.4 68.4 80.0 100.0 24" 30• 38' 42" 48' 54" 60' 120' 76.9 79.9 100.0 120.0 24" 30' 38" 42' 48' 54" 80' 68" 84" 100.0 100.0 100.0 120.0 84.0 64.0 100.0 120.0 100.0 100.0 100.0 120.0 53.3 53.3 100.0 120.0 100.0 100.0 100.0 120.0 45.7 45.7 90.0 100.0 150.0 1000 100.0 120.0 - - 90.0 80.3 100.0 100.0 1000 120.0 - - 80.3 50.3 922 92.2 100.0 119.8 - - 72.3 72.3 83.0 83.0 90.0 100.0 01 002 - - 90.0 100.0 ((��11 WT + W2 24" 30' 38' 42' 48' 54' 60" e6' 90" 100.0 100.0 100.0 120.0 �� 1 m 2 - 100.0 100.0 100.0 120.0 100.0 1000 100.0 120.0 b U ., SMITH MOUNTNN DOORS MOTH MOUNTAIN 00005 SEE SEPARATE NOA SEE SEPARATE NOA 100.0 100.0 100.0 120.0 890 88.5 100.0 120.0 79.8 79.8 80.0 100.0 __ __. _ i __; 1'1 _ _ j i' Ii .i ' . 14 '1 \�� FF�� w v - - 90.0 100.0 MOUTON 80U10N 7/O REINFORCING 7/ 0&090008:0 8 841 ` 1 t ` i ' i ,'J 002 841 '15' - - 90.0 100.0 24' 30• 38• 42' or Me I e0' 88' 98' 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 89.1 88.1 100.0 120.0 WI L --- 002 001 780 78.0 90.0 100.0 89.3 89.3 90.0 100.0 WI + W2 WIDTH (W) . 2t 4.Y,- b - - 90.0 100.0 cy c - - BOA 100.0 WIDTH (W) ° 2 24' 30" 38' 42" 48, 54" 60" 68" 102' 100.0 100.0 103.0 120.0 100.0 100.0 103.0 120.0 )-4o 88.8 88.8 100.0 120.0 t4 Y� .L gg8 S -.,--."-- T , 74.4 74.4 100.0 120.0 85.1 85.1 90.0 100.0 0nw: OR 40416TOUN 094(000 STRUCTURES �0AK 35'10 /// "'%'ZcVrr - .}\}N " 8 LOS PRODU complying �DRyi1 Coda O2, rte I11f1 /L• 2 _ - 90.0 100.0 - - 80.0 100.0 - - 80.0 80.8 drawing no. W03 -64 P sy..,.. .t....- .,. P1vUk° (sheet 4 of 8 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • • • • ..5.... .... • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... ... • • .. • .. • • • .. ... .. . • . • • • .. • • • • • ... .. • ANCHOR LOAD CAPACITY - PSF E10.( +) & INT.( -) ANCHOR LOAD CAPACITY - P90 OH.(4) & INF.( -) U' IM �Y NOMINAL DIM. 9598088 TYPE T 4590002 TYPE 'B' 50010580 01018. ANCHORS TYPE '9' 95901088 TYPE 'S' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT ]2358.W. ST AVE MIAMI. FLORIDA 33174 w I 81051 (w)' 18891E 187040 A2 AB A4 82 80 80015 (69 FRWE HEW' A2 45 44 RE 24' 30' 30' 42" 48' 54" 60' 88' 72' 120.0 120.0 120.0 120.0 120.0 24' b' 38' 42" 48' 54' 00' . Sr 108' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 83.8 120.2 120.0 117.0 120.0 107.4 120.0 120.0 120.0 120.0 71.6 107.4 120.0 1003 120.0 94.0 120.0 120.0 120.0 120.0 82.7 94.0 120.0 87.8 120.0 81 412 83.8 120.0 120.0 117.0 1204 55.7 83.8 111.4 78.0 117.0 752 112.8 1240 105.3 120.0 50.1 75.2 1003 70,2 105.3 81 + 82 88.4 102.5 120.0 95.8 120.0 45.8 68.4 912 63.8 95.8 WIDTH 80 ° 2 24• JO' 38' 42' of S4' 80' 88' 78' 120.0 120.0 120.0 120.0 120.0 24' 30' 30" 42' 48' 54' 60' 114' 118.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 95.0 120.0 120.0 120.0 120.0 115.7 120.0 120.0 120.0 120.0 782 1157 120.0 110.9 120.0 992 120,0 120.0 120.0 120.0 87.8 101.8 120.0 95.0 120.0 88.8 120.0 120.0 120.0 120.0 59.4 89.1 110.7 832 120.0 77.1 115.7 120.0 108.0 120.0 82.8 792 105.5 73.9 110.9 SMITH MOUNTAIN IMPACT SYSTEMS 11305 N.W. 128 STREET MEDLEY, FL 33178 TEL (305) 888 -62138 FAX. (305) 688 -6289 89.4 104.1 120.0 872 120.0 47.5 71.2 95.0 88.5 99.8 811 94.7 120.0 88.4 120.0 24" 30" 38' 42• 48' 54' 00' 120' 1128 120.0 120.0 120.0 120.0 24' JO' 38' 42' 48' 84' 60' 88• 84' 120.0 120.0 120.0 120.0 120.0 90.2 120.0 120.0 120.0 120.0 wen ...1 120.0 120.0 120.0 120.0 120.0 75.2 112.8 120.0 105.3 120.0 5' 5- 5° 107.4 120.0 120.0 120.0 1204 84.5 95.7 120,0 80.3 120.0 921 120.0 120,0 120.0 120.0 58.4 84.8 112.8 79.0 118.5 80.8 120.0 120.0 112.9 1204 50.1 75.2 1003 70.2 105.3 71.8 107.4 120.0 100.3 120.0 45.1 87.7 902 832 94.8 �. tta. 84.5 98.7 120.0 90.3 120.0 ANWH0RR 1YPESs SEE SHEET 8 FOR 00520P110N 58.0 87.9 117.2 82.1 120.0 24" JO' 36• 42• 48' 54' 80• 88' 90' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.3 120.0 120.0 120.0 120.0 A2 (2) ANCHORS TYPE 'A' AT EACH 510E OF MOWON 85.9 120.0 120.0 120.0 120.0 132 ° (2) ANCHORS TYPE 'B' AT EACH SIDE OF IUWON AS ° ((3)j ANCHORS TYPE 'A' AT EACH 90E OF CUWON 119 ° (3) -05901055 TYPE '8' AT 9895 SIDE OF 4UL1R)N 2 1/91 A4 ° (4) ANCHORS 1YPE 'A' AT EACH SIDE OF 9UWON 2 1/2' .4.• may 2 1/2• 75.2 112.8 120.0 1053 120.0 88.8 100.3 120.0 93.5 120.0 2 /2" b Q 1 802 902 120.0 84.3 120.0 54.7 82.0 108.4 78.8 114.9 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 41_431 2 1/2' 24' 30' 38' 42' 48' 64' 80' 88• 98' 120.0 120.0 120.0 120.0 120.0 112.8 120.0 120.0 120.0 120.0 94.0 1204 120.0 120.0 120.0 80.8 120.0 120.0 112.9 120.0 70.3 1059 120.0 98.8 120.0 2 1/2° ...• 2 1/2' 2 1/ " . Z 5/2" 82.7 94.0 120.0 87.8 120.0 58.4 84.6 1129 79.0 118.5 - 'I b 51.3 789 1025 71.8 107.7 o ' t 3 2 ¢ 3 24" 30" 35' 42" 40' S4' 80' BB' 102 120.0 120.0 120.0 120.0 120.0 2 1/2" 1082 120.0 120.0 120,0 120.0 88.5 1204 120.0 1204 120.0 44 g ` 75.8 113.7 120.0 1082 120.0 'q �'i 5' a 08.4 99.5 120.0 82.8 120.0 59.0 889 118.0 82.5 120.0 805,5 OR HWAYWN 099800 59075899 FIT PE 18657 CAN. ',RN - 8 2007 PRODUCT x 88110 Fta. a �1 Coda Rxpese Dom � 53.1 79.6 108.2 74.4 111.5 48.3 72.4 98.5 87.6 101.4 draxing no. W03 -64 DW4i= sheet 5o1 8 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TYPICAL ANCHORS . . SEE BEY. FOR SPACNG • a °. IBY 8000 BUCKS 1,o rm. ANCHORS SEE ELEV. FOR smog; i d 0 TYPICAL ANCHORS SEE F1EV. FOR SPACING T -�Y•1 �ii— � "Iti�i,' TYPICAL ANCHORS ,SEE ELEV. FOR SPACING °q 2BY —WOOD BUCKS Wow METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE 0.00. FOR 5PAPNG WOOD BUCKS AND METAL STRUCTURES NOT BY 04101 MOUNTAIN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS' SEE ELEV. FOR SPACING TYPE 'A'— 1/4' DIA. TAPCONS INTO 281 WOOD BUCKS OR WOOD STRUCTURES 1 -3 /B' MIN. PENETRATION INTO W000 TNRU 18Y WOOD BUCKS IMO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. TYPE '8'— 1/4' DIA. TAPCON5 DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4' MIN. EMBED INTO MASONRY OR CONCRETE TYPE 'B'— f 14' SAAS 0R 1 /4' 501 P DRI I MG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8' 'MK. MIN. (8063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGF DISTANCE INTO CONCRETE AND MASONRY a 3' MIN. INTO WOOD STRUCTURE n 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. E40 DR. HUILATOUN 105000 STRUCTURES M PEI 16037 CAR •N PRODt1CT with the es �°NYmgg viK Ux Florida P 'Idiv6 r...�" /�7 AcceWmme No Ayli Jf� DY drowing no. W03 -64 sheet 8 of 8 ) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING OO 1/4' MAX 0 0 r ij!dP ��yy�, OE � �1Li arelt a — ° ° �° • � D.L. OPG. DL OPo. � EXTERIOR 1/4' MA%. UNIT VMVTH 1/4'. FULL LENGTH REINFORCING OPRONAL SEE CHART ON SHEETS 3 & 4 FOR CAPACITY drawing no. W03 -64 (sheet 70 NI imiln ;,....,...,- oa camme, . _ _ _ OO 1/4' MAX 0 0 r ij!dP ��yy�, OE � �1Li arelt a — ° ° �° • � D.L. OPG. DL OPo. � EXTERIOR 1/4' MA%. UNIT VMVTH 1/4'. FULL LENGTH REINFORCING OPRONAL SEE CHART ON SHEETS 3 & 4 FOR CAPACITY drawing no. W03 -64 (sheet 70 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • A • • • • ••• ••• • • •• •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• ' 2.500 1750 4.500 3425 3.712 07 FRAME HEAD /SILL/JAMB .187 ZTZN 1 PART / 90557071 DR7CR1Pft00 687601AL MANP./80PPLDi0/8005805 1 591 -001 AS RE00. FRAME HEAD /SILL/JAMB 6083 -TB SMITH MOUNTAIN 2 5141 -003 AS RE00. INTERMEDIATE SNAP-21 6063 -78 SMITH MOUNTAIN 3 091 -004 A5 6000. MT FILLER 6083 -06 SMITH MOUNTAIN 4 591 -002 1/ CORNER OIA95 STOP 6083 -T5 SMITH MOUNTAIN 5 5141 -001 AS REDO. GLAZING GASKET EPOM 70 A5 GLAZING RUBBER PR000CTS 8 591 -503 AS RE00. SETONG BLOCK (1/4" X 1/2" X 2' LONG) VIM 70 t5 TRANS LOWE 7 1/4-20 X 2 -1/4' AS RE00. MUIJJON SCREWS WITH NUT & WASHER - AT 9' FROM ENDS At 24' 0.C. 8 412 X 1-1/2" 2 PER COW4ES FRAME ASSEMBLY SCREWS - HEX N SELF DRIWNG 9 SMI -002 - ADHESIVE FOAM TAPE (1/4' X 1/21 - FRANK LOWS /BNMCX 10 995 - GLAZING COMPOUND - DOW C0TD41N0 10A 895 - GLAZING COMPOUND - PECORA 11 - - REINFORCING CHANNEL STEEL. 1 -3/18' X 4 -1/18' X 1 -3/16' X 3/16' THX. I2 - - REINFORCING CHANNEL STEEL. 3/4" X 3-5/8" X 3/4' X Or CUs 3E23 02 INTERMEDIATE SNAP -IN 378 4 V ()—_I 3.697 0 POCKET FILLER WEDGE -IN GASKET ® SCALE 1.1 MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) •. • wvw v.%uildilnacodetnline.com • Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction li_. 1,_-i vi .1. 1:'-1 - +- 'i ill 1 -i:n' i.i •_i:.- ii1: • • ••• • •• •• • • • • • • • • • • • • • • •• • •• • • • ••• • • • • ••• 00 •• • • • • • • • • • • • • ••• • • • • • • • .: • .•. • • •• •• • • • • • • • • n� • AM; DA;ns cb *, vw 1uDA • • %/IETRO'I7ADE FLAGLEII WADING 140 WEST FLAGLER STREET, SUITE 1603 • • • • VIVI, FLORIDA 33130 -1563 • • • x35) 37? 2901! C Olt 375 -2908 ma eri. s. Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1e i • u NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 • • ••• • • ••• • • • •• •• . • •• .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • Sunshine Windows Manufacturing, Inc. • • •••• • • • NOTICE OF ACCEPTANCE: EVIDENt�E'a.'GB• A. DRAWINGS • ......... 1. Manufacturer's die drawings and sections. • • 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, Lind "AMunfinum Mullion", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. • • • • • • • • • •• •• • • 00 •• • • • •• ••• •• B. TESTS 1. Test reports on 1) T .arge Missile Impact Test per FBC, TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1.. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 - Manuel ' erez, P.E. Product Control Di NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• ••• •• •• • • • •• • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • •• • • • • •• ••• • • • • • • • • • • 0 1 /8'(IYP) GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES [_� f 4 [ff_.�• 2' VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO De. tNMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MUWON AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8' VERTICAL MULLION APPLICATIONS GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES tr 2' THRU 6' HORIZONTAL GENERAL NOTES: 1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 -T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF 11-1I5 PRODUCT APPROVAL 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. Sunshine Mors Manufacturing, Inc. 1746 W. 34d Wro41 P are-ae( • RF 9 -30 -05 • /2'a1' a4wro'� Raab. 1SW 01 -07 SHEET 1 OF 7 MODEM emobingwIth Halm A 'me TANC4,11 /2 V - !, /// r1 maw PE / WO Sunshine Mors Manufacturing, Inc. 1746 W. 34d Wro41 P are-ae( • RF 9 -30 -05 • /2'a1' a4wro'� Raab. 1SW 01 -07 SHEET 1 OF 7 • 411 • • • 0S • • • • • 0 • • • • • • • • • • • • • • 0 ••• • • • • • • *0 • • • e • • • • • • • • • • • • • 0 • • • 0 • • • • • • • • • • • • * 880. • 0 • • ••• • • • • • • • • • • • • • • • • • • • • • • 0* • 0 • • • 0 •• • • • •• • ••• •• 0 • • • • • • •• • • • • • • ••• os TUBE SPAN If 929109 1PRMURE4 RN 1 0 3 9797 TRIBUTARt BR 90 DESIGN P1.00 79.81 MBE 1 X 3 8058 74.23 1109.058800558 0067 GO VINE - ME 1 0 4 80004 05 rtnator WI1 90 DESIGN PITIXE 73.85 NM 1 0 4 SPAN 84 UMW 84 OD P1l0RU IN 1 X 2 38.28 90 3920 80 44.10 80 89.79 80 80 8288 80 28.74 70 50.40 70 102.61 70 70 94.69 70 29.42 60 5830 60 110.71 W - 50 110.47 34.32 80 7036 50 143.68 50 27.84 50 132.57 50 41.18 413 88.18 40 17937 40 34.81 40 16531 40 51.48 30 117.59 30 238.42 30 44.41 30 220.95 30 68.84 20 17639 20 35934 20 69.61 20 331.42 20 102.95 50.83 BO - 50.63 90 45.88 8430 90 58.00 60.20 98.08 SO - 80 - 80 51.59 80 HO 67.73 80 70 - 70 5818 70 70 77.40 70 60 25.81 60 6839 60 9030 - 90 30.73 50 8235 50 50 108.38 50 27129 40 38.42 40 10119 40 40 132. 40 34.49 30 51,22 30 137.58 30 32.05 30 180.61 30 45.98 20 76.84 20 308.38 20 48.08 20 27031 20 8837 58.00 oo - 90 3638 ge. 88 47.57 10830 90 BO - BO 4018 80 80 53.51 70 - 70 48.28 70 70 61.16 70 60 - 60 54.09 80 60 71.35 60 50 SD 64.90 8862 40 2819 40 81.13 40 40 107.03 40 30 2188 30 108.17 30 - 30 142.70 30 3220 20 We 30 162.28 20 32.21 20 214.05 20 44.44 6320 oo - co 2532 74.25 BO 13.13 60 - 80 20.49 60 37.27 70 - 70 32,56 70 42.59 - 60 3299 48.68 50 - 50 4558 50 59.63 40 - 40 58.98 40 74 30 26.59 30 7197 30 09.38 20 3938 20 11196 20 149.07 NOTE: 941E8101NE FOR 041E6848301E YALUES OF SPAN araVoa MORT WINN TO DETER1040 DESON PRESSURE& HORIZONTAL MOON VENOM 59.1WON WON PROMO 5 ORM PRODUCT GLAZING PRO0110( 838500 8188 TRIBU1NN 950113L51_1_32 2 W3888 NEANANDEZ ROM. PE 9 WSW Sunshine Windom lianufactolng, 1748 W. 3381 Place 3.1010 PI 3010-171 Br RF 02809 -30-05 sa. NTS Rat*. Rowan, 0897000 48. SW -01 -07 SHEET 2 OF 7 • • 0 • • • • • • • • • • • • • • • • 41 • • • • • • • • • • • • • * * • II 0 • • • • • • • - • • • • • • • e•• • • • • ••• • • • • • * • • • • • • • • • • • • • • • 0S 0 * • • • • • • • • • 000 • •• • • • •• • • ..... • ••• 0000 • 0 • 0 • • • • 0 • • • • 00 • • • • ■• 000 • • • o 00 • • • • • • • • • 000 • • • DAC 0705 sa OEM Via MEE SP WRY 1p9060 DEMON 90 107.49 90 3329 80 120.83 60 37.58 70 138.20 70 42.83 20.80 60 16123 84.00 0 50.09 50 10048 50 0.10 40 241.85 0 75.13 30 333.41 20 100.17 M 0170 20 150.28 90 87 90 - BO 88.85 80 28.16 70 11297 70 28.76 60 131.79 66.00 60 33.55 7 50 158.15 50 123.304 50 4028 40 IVAN 40 5033 30 283.59 30 87.11 20 39534 20 1 .66 2 X 4 2 X 4 90 69.42 so - so 78.10 so 70 85.22 70 - 84 80 104.13 132 . 60 - 50 12495 102100 50 28.28 40 15820 40 0035 30 20027 30 47.13 20 312.49 21 70.70 90 48.35 90 - 80 5434 so 70 82.18 70 - 60 7222 80 2734 7423 50 020.05 50 87.02 50 - 0 108.78 40 0077 38 142.04 30 2438 00 217.58 20 51.54 500210441E FOR 151095695976 69.1189 02 07454 M.D/OR MOWN 81041 TO DETERMINE DEM PRESSURE& TUBE 0705 MEOW IA OEM Via TUBE SP BO 0030 60 0043 80 10722 80 048 70 122.53 70 070 BO 042.00 10820 0 48.84 50 17145 50 58.37 40 214.43 40 72.97 30 285.91 30 9729 20 42897 20 145.93 90 6841 90 06.27 80 77.19 BO 025 70 8821 70 3337 10292 120.00 39.40 7 50 123.304 50 47.29 40 154.33 40 59.10 30 205.83 30 7820 20 30075 M 11831 2 X 6 2 X 6 90 63.61 90 - 80 60.31 90 70 68.92 70 - 84 60 6021 132 . 6° 32'" 50 96.49 50 40 12032 40 0.85 30 16042 30 135.13 20 241.24 20 97.69 BO 41.04 0 - 60 45.07 80 70 52.77 70 - 60 81.57 80 2734 NM° 50 7338 1 AO ' 50 32.84 40 92.35 40 41.04 30 023.13 20 54.73 20 184.70 20 0200 . MONT& MULLION 00905801 90.9.808 PROOUCT GLUM 22.0130 PRODUCT 60018940755 TRIDIRARY 2 8900550040.51964 %tem Eldot Montrattuning, Int 17455. 3000 Rao fIsIdo 33011 W-5115 • RF • -30-05 54710 NTS 1074,457 R4431an IMMO 50. SW-01-07 SHEET 3 OF 7 • • .•. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • •• • • • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • • ••• •• A SPAY ( (DTI Tr TRIBUTARY Si" le0 DESIGN (D0 85 0498 43 8881 60 9205 40 7181 1538 40 138.07 70. 30 95.48 20 276.14 20 14322 65 64.42 39 64.70 50 8174 30 8411 57.00 80 8400 30 1399 20 126.17 20 20136 D 34 64.94 A& 0 57 65.24 A& 9880 30 7160 50 749 20 110.40 5750 30 123.98 30 65.42 83.00 20 18594 10800 25 7651 52 64.70 70 45.88 20 9813 8.0 & E 40 84.11 50 64.23 8500 30 112.15 13200 40 1029 7200 20 188.23 0 107.05 t Pl �F0o I TEAP0UI5 FOR 9410860515 VALUES OF SPAN A781 /OR IRIOU1820 VIM 10 051515045 OESO4 PRESSURES ANtlNR 7TYYPPEE SPAN IFOAARt TS' DESIGN lame SPAN IR DESIGN 85 88.52 85 48.18 70 119.83 70 5008 50.83 80 1399 10100 50 7551 48 174.48 40 98.13 85 87.50 22 178.42 70 108.E 85 41.50 57.00 80 123.96 70 50.47 50 148.75 120.00 50 7048 42 177.08 40 _ 09.32 85 79.17 30 117.76 65 10383 20 178.84 83.00 50 13488 78 47.1 80 &0 70 45.88 38 57.05 8.0 & E 85 69.27 50 64.23 70 84.11 13200 40 1029 7200 50 117.70 0 107.05 t 33 1842 20 160.58 83 0537 73 4013 70 7210 50 49.07 8080 50 10004 50 58.88 29 174.87 14480 40 73.80 85 5135 30 98.13 70 63.08 20 14730 9880 50 89.32 40 110.40 25 175.84 40(80M'AL 1Auwori VERTICAL MULLION TRIBUTARY wmTx -�ru ? w2 TRIBUTARY 1w01H=.jLii2 2 EM MA= 2 /- /5 - PPANQBCO MOON= ?LIMA PE / 61383 Sunshine Windows Manufacturing, Inc. 1745 a SW SID F^` 116 801 Iy RF 05.9 -30 -05 sow. NTS 8•4895 DRAM N0. SW -01 -07 SHEET 4 OF 7 • • ... • • • ... .. .. — • • *0 .. • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • ••• ••• • .. • • • • • • .. • • • • • • • • • • • • • • • .. ••• .. • . • • • • ••• •• 2' x 2' X I/8' AL181 AMU 114 SAS. 2) EA ANGLE ANCHOR TYPE "A" ANCHOR TYPE "B" I' BY OR 2• BY w1000 1 BY OR 2• Bf WOW BY nos a 1' x 3' ALIR4 ME 2'x 21111/6. 2 S ICE 114 S4S 2) EA AMAE 4 2 AWL 2' LE 14 SAS 2) FA. BY CRIERS 1 1'03•.rx 2' X 4'.82' x4•8t 11011. 141251 q 14 S4.5. 1 1/2' 4P1 EA8EO8ENf 040 X000 OR I /F' TAPCONS 1 I/4' ION. wow 44410 COR(9E10. (I) PER ANOLE 1 d a• 9 14 SAS. 1 1/2 IBN. E118EDIENT INTO 81000 OR 1/4' TAPC085 1 1/4' 101 EmBEDIIENI 8110 cO4C5DF, (1) PER ANGLE '81W002 2• x . 0 U MOLE 3 5/11" LONG FOR 4 2 5/8' 21 FOR AL 3 8. MU11MAIM 5 5/8• LANG FOR 8 M ON 914 SAS. (2) EA ANGLE ANCHOR TYPE "C" 2' X 2' X 1/8' AU8l M0LE 914 (3) G MOLE 1' BY OR 2* BY4OW BY MFRS 4 4 a 1•%,2'x4' OR2'4'x8'AUD4 IUD • 9 14 SAS 1 1/2' MIN. EBBMIENT INTO WOOD OR 1/4' 182410IS 1 1/4' APL EY8EDYENE 8100 CONCRETE. (2) PER M4GLE 1' BY OR 2' BY 8000 82' OTHERS 4 (Y) 58880E ALU4. !MOLE 1/4' TA1112016 2' 101. EMBEDMENT INTO CO40RE1C /2' NOTE: 1— MULLION CONNE00045 SHOWN ON TBS SHEET ARE APPLICABLE TO YEROCAL OR HORIZONTAL MULLIONS. 2— 8000 BMX BY OTHERS MUST BE PRCRRLY ANCHORED TO TRANSFER LOAD TO THE 58NUCR1RE AND TO BE RENEWED BY BUILDING 0FFEA1. NOTE ** PROVIDE 2 1/2' 484. 06TANOE TO EDGE OF CONCRETE IN AMY OOREC5641 DETAIL OF ATTACHMENT TO PRECAST SILL 2' x 2. x 18' MDM. MUSE 3 5/8' IMO FOR 4' 14111124 5 5/8' LONG F08 8' 4ULLEN 114 SYS. 3) EA ANGLE 9 14 SAS. 1 1/2° 4P1 E16Ea4ENT 0 000 MOOD OR 1/4' TAPC040 1 1/4. 881 690ED10181 two CONCRETE. (2) PER ANOLE 1/4' TPPtX 1 COON (2) I'ER MOLE 1/2' 1/4' TAPCONS 1 1/4' 1814. 445ED1ffNT 8470 CO82TEIE, (2) TER ANGLE Sunshine Windows Manufacturing, 1785 M. Mad Pk. Weal, Amite 06212 F05 (SW) 2& 5118 5 RF 8049 -30 -05 swig 1 /2 1 ° ReiWmc ROe4imc BRAMANG Net SW -01 -07 SHEET 5 OF 7 mtmnpbisS whit 8a Florida mom* PE / 51393 Sunshine Windows Manufacturing, 1785 M. Mad Pk. Weal, Amite 06212 F05 (SW) 2& 5118 5 RF 8049 -30 -05 swig 1 /2 1 ° ReiWmc ROe4imc BRAMANG Net SW -01 -07 SHEET 5 OF 7 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ANCHOR TYPE "A" 64154. Y OUP 4 BY 01000 1m00 '0 ALUB. Y CUP ANCHOR TYPE "B" ANCHOR TYPE "C" 1'Bf OR2'BY WOOD - d BY OTI BY 80100 BY OTHERS � I 02'4.5,1411//". 1' -� 1 108E 1'XrOR � •,,•, .•" Pxr,1'x4' 1' x r AURA TUB ; 2' x 4' OR 2' x r ALUM. TUBE , AU18. Y CUP 1 5/6' LOS FOR r 1I11.110N 2 5/8' 4040 FOR r MOON • 14 SLLS 1 1/4' 4DL EMBE040/8? EI®IR10 11(00 f TL (I) PO LOS 1' 611 OR r 0 8000 BY 0006 1.14 SAS. 1 1/4' 884. EI®ED9EN1 INTO WOOD OR 1/4' TAPCONS 1 1/4' 8N. EYBEDBB4T INTO CONCRETE. (1) PER LEO ALUMINUM 225 0084 �r 4UW(Ml 3 5/8' LOG 106 4' 8UWO4 5 5/8' LONG FOR 6' BULLA1N d , • ^ 14 54.5. 1 1/4' 8N. E14500VW/1 E6IBE09041 INTO / CONCRETE. (2) Ptl14•LEO 1' RI' OR 2' 00 TOAD BY OTHERS 3 5�/8P' 1044) FOUR 4' 8ULL10N 5 5/8' LONG FOR 8' MULLION 1 14 S.N.S. 1 1/4' WK. ENB0BFNT EISEOI051 PRO CONCRETE. (2) PER /4' LEG NOTE: 1- BULLION CONNECTIONS SHOWN ON IRS SHEET ARE APPLICABLE TO VERTICAL OR HOINZONTAL BIAUONS. 2- MOD •1C( BY OTHERS BUST BE PROPERLY ANCHORED TRINSFER Lao TO THE STRUCTURE 1010 TO 10 BY WADING OFFICIAL NOTE ** Ake; 4N7. DISTANCE TO EDGE OF ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SRL 1/4' TAPCOS 1 1/4' 8N 08806014101000608400. (2) PER LEG 1/4' TAPCONS 1 1/4' WK. EMBEDMENT INTO CONCRETE (2) PER LEO } • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • . • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • _• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• •• • • • •• ••• •• • • • • • •• • • • • e • •0 ••* 0 N t■ SECTION A -A .75' ALUMINUM "U" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES • IV Sunshine Windows Manufacturing, Inc. 1743 N. 33rd MOM wtlaaN F"dda 33012 vm w6 364 -118 me.a NFL Oft 9 -30 -05 Sea« 1 2.01 R.WM ReKNmc MURANO Nm SW -01 -07 SHEET 7 OF 7 RUM= REVISED es w H i/sea. 5•sP{alda /lay:, iiJZ j/ %� 6Y. /L... Alf, ' / —,O •'— 00 ..ePndecf ' • FRANCISCO HERNIA= nom% FE a 61383 Sunshine Windows Manufacturing, Inc. 1743 N. 33rd MOM wtlaaN F"dda 33012 vm w6 364 -118 me.a NFL Oft 9 -30 -05 Sea« 1 2.01 R.WM ReKNmc MURANO Nm SW -01 -07 SHEET 7 OF 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com T.M. Window & Door L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements- Impact APPROVAL DOCUMENT: Drawing No. W03 -90, titled "Series -370 Alum Sliding Door", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on 10-12 -2005, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises &supersedes NOA # 03- 1113.05 & consists of this page 1 and evidence page E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 05- 1114.06 Expiration Date: March 18, 2009 Approval Date: January 27, 2006 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum Sliding Door ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on 10-12 -2005, signed and sealed by Dr. Humayoun Farooq, F.E. B: TESTS (transferred from file # 03- 1113.05) 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL -3773 (FTL03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E. Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2004, prepared by Al Farooq Corporation, dated 10/11/2005 and last revised on 03- 18 -04, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03- 18 -04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 03- 1113.05) 3. Glazing complies with ASTMS- 1300 -02. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 for "Saflex/Keepsafe Maximum" issued to Solutia Inc., expiring on 05/21/2006. 2. Notice of Acceptance No. 03- 1223.04 (Rev #99- 0302.04) for "Uvekol -S ", issued to Surface Specialties Inc (UCB), expiring on 02 -08 -2009. F. STATEMENTS (transferred from file # 03- 1113.05) 1. Anchor Verification Calculations, complying w/ FBC -2004, dated 10 -11 -2005, prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of conformance and "No financial interest ", both dated 10/14/03, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance letter dated September 15, 2003, issued by Fenestration Testing Laboratories, signed and sealed by Joseph Chan, P.E. 4. Addendum letter to test report FTL -3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 5. Statement letter / list of approved "UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. F OTHER 1. This NOA revises & supersedes NOA # 03- 1113.05, expiring 03/18/2009. \, \( l . Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 05- 1114.06 Expiration Date: March 18, 2009 Approval Date: January 27, 2006 E -1 DESIGN TOAD CAPACITY - FNEL Ip01N 0008 1IDGNf FT'S' GLASS TYPE 'A' OR 'B' EXT. ( +) LNT. ( -) 2/8 72.0 72.0 3/0 72.0 72.0 3/0 8/8 72.0 72.0 4/0 72.0 72.0 4/8 72.0 72.0 2/8 72.0 72.0 3/0 8/0 72.0 72.0 3/8 72.0 72.0 4/0 72.0 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WTTH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WTTH SECTION 2403.2 OF FBC 2004 EDITION. SERIES -370 ALUM. SLIDING GLASS DOOR (L.M I ) LARGE AND SMALL MISSILE IMPACT RESISTANT DOORS SHUII ERD ARE NOT REQUIRED. DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ABOVE THIS PRODUCT HAS BEEN DESIGNED AND KLb It0 TO COMPLY WITH TH0 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOGTY HURRICANE ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATEIBAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 04 ALLOWABLE STRESS IS USED IN DESIGN OF W000 ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUM NUM TO BE PAINTED OR PLATED. PANEL WIDTH PANEL CLUSTER OF PANEL WIDTH AT MIS. S0DES TYPICAL ELEVATION TESTED UNIT ihtls 14y06 Mr -N1 OG 8 XS( 0000 pop{ APPROVED CONFIGURATIONS (NON - POCKETED men 111! ONE PANET. TWO PANELS THREE PANELS TWO PANELS FOUR PANELS POCKET LEFT OR RIGHT POCKET 1067 OR RIGHT POCKET LEFT OR ROW POCKET LEFT AND RIGHT POCKET LEFT AND RIGHT APPROVED CONFIGURATIONS (POCKETED DOORS) 6 SIX PANELS POCKET LEFT MID RIGS drawing no. W03 -90 sheet 1 of 6 18T 06 WOOD METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. 1NIC0 STEEL : FY - 36 KS MIN. ALUMINUM : 8083 -13 MIS. 5 a ATTACH MENT 0010 ATTACHMENT TO MULLION 1/4' HEAT STRPN'D CLASS 120' NIERLATER FILM WEKOL LID. RESIN 3Y CCM CHEMICAL CORP. 1/4' HEAT SIREN'D CLASS 074004E DOW CCRNNG 955 ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING STREN GROUT GTH GLASS TYPE 'A' ATTACHMENT TO ALUM OR 07001 WOOD SUCKS NOT BY 1M WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO TIE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPACWG 1/4' TAPCONS BY FLCO INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO W000 THRU 1BY OR 2BY 01000 BUCKS INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE 1 -1/4' MIN. EMBED INTO CONCRETE 1/4' DRILLFI FX RFI F ORD I IN0 SCREWS BY Fl CQ OR GRADE 5 (Fy a B0 KSI MIN ) INTO METAL STRUCTURES (I /R' MIN. THICKNESS) tams INTO APPROVED MUWONS (NO SHIM SPACE) MICALimounntioE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURES a 3/4' MIN. MUM FRAME AND PANEL CORNERS AND INSTALLATION SCREWS AT SILL AND JAMBS SEALED WITH JOINT SEATANT. MENUS; •FS' WI = (6) 1' WEEP NOTCH AT EACH END OF SILL 012 (6) 1' WEEP NOTCH AT EACH END OF SILL GLASS TYPE 'B' GLAZING OPTIONS PRODUCTMZWOED raftivWCiHhWW 3 w A a 5 Owego pul 5 a a droving no. W03 -90 sheet 2 of 6 � "� 2" SCREWS AT 10' FROM EACH ENO e ONE AT Y05PAN aetrigwlWdrekraite Aaettsmoeao Sl ow gP 8 ^ crier, a Egg re NgGNU+ S ^m � gSRO Egg drawing no. W03 -90 sheet 3ot 6 ) D.028 .842 _ 2.475 .'JDO L 3,000 - .cam ,s ""�� X 340 1.477 .125 _ 4.417 3.147 1.482 1.800 � 1a70 '°-- 1.5,18 - 7388 - FRAME HEAD SW-27509 I308 - a 3 �'i O .790 1.144 - 1.800 - a76 STILE CW 2.529 ADAPTER 37629 1.407 0 4. �' g O FIX. PANEL STILE OW 378 3.000-1 FIX PANEL CUP Gs X43 1.819 !_ .760 .0e2 1.547 F^1387 I --� 4.476 WALL ANGLE BRACKET LENOIH m PANEL HT. -2083 750 1.000 -q ,375 Iti y# Z v �bk 2.668 .438 1-1- oe4 3248 �� I i L% 7.000 i REINFORCING BARS 1.387 1.387 r .018 a g }ai $ i I W QQ�o o O n p pL�4'I 0 3 x6I Zo a §R..' ,.000 PANEL TOP PAIL OW 37632 TOP CLIP 161 -110 4.00p - 2080 .7?8 7.182 375 - - 4,873 �22 7.313 MALE BUTT 2382 STILE /LOCK STILE Ow 37823 .000 .790 1.387 4383 1x87 W DOOR FRAME JAMB OW 34877 2230 WALL INTERLOCK 161-109 ' -- 2881 3 2709 a 2782 --- PRB8IKTRRYL965 ��tet�BgFlrW 8A8.4=IN -11�1F� { uZa s 1 41.008 •� -- - - Lesx 822 2382 - °1 t a 8 0 +g g p 8 3.157 7.845 375 /ASTRAGAL - 1.407 1.320 1.164 PANEL BOTTOM RAIL SW 37824 D0062 FRAME JAMB 08/-31172 -31172 2.244 ` -J .129 -� POCKET MAJOR - 22X0 -- INTERLOCK 15_706 3.119 POCKET MINOR INTERLOCK TM -tae 2 Dey �y N • a u ^yo�y ti 6115055 meMm 2018 - .740 .623 5334 1.670 - .740 2,384 } '`-.. S i 9 8. 1271 Fiq.:' OkH TA0500 FLA E (drawinWO3 f.1 T T T I-I ea7 .080 MAJOR INTERLOCK REINFORCEMENT T I -108 -9O g n8. 5.500 FRAME SILL 140 -111 MINOR INTERLOCK REINFORCEMENT 711-107 UNOTH = PANEL NT. - 43' (680988 5 01 B PANEL TOP CORNER PANEL BOTTOM CORNER 11EM No. PART No. QVAN77TY OESCRIPTTON MA'T'ERIAL MANF./SUPPLIKR /830814 T 1 SW -27909 1 FRAME HEAD (3 TRACKS) 0093 —T8 100T 2 T11-111 1 FRAME 00.1 (3 TRACKS) 8063 -78 MC( 3 OW -31172 1 FRAME 1M113 (3 TRACKS) 8063 —T8 XXX JA 42/ 51977 1 FRAME JAMB (2 108222) 6083 -76 100% 4 111-104 AS RE00. WALL ANGLE BRACKET 0062 -78 08 8 TM -108 AS 6E00. WALL INTERLOCK 6083 —T3 XXX 8 OW -37632 1/ PANEL TOP PAL 8083 -111 7006 7 GW -37824 1/ PANEL BOTTOM RAIL 6083 -18 1020 8 1M -108 AS RE00. POCKET MAUL INTERLOCK 8083 —T8 XXX 9 T4-108 AS 8200. POCKET MINOR INTERLOCK 0083 -16 600 10 1M -107 1/ SI MS MICR INTERLOCK REINFORCEMENT 6083-18 FULL LENGTH 11 131-109 1/ INTERLOCK MAIN INTERLOCK REIN1O80234EN1 8063 -76 FULL LENGTH 12 11/-110 7 TOP CUP, 8 -1/2' LONE 6063 —TB 120168 ABOVE ALL INTERLOCKING @FEMALE STILES 13 OW 37837 AS REM). FORD PANEL STILE 8083 -18 08 14 MT 37743 AS RECO. FIX. PANEL CUP ALUMINUM NOT 19 OW -37823 AS RE00. MALE BUR STILE 8063 -11 PANEL LOCK SIDES 18 0W -37826 AS RE00. STILE ADAPTER 8083 -78 PANEL ASTRAGAL 1O 4020 —PIE 1 ROW "11L1RAFA8" FIN SEAL WEATHERSTRIP WOOL 70P & BOTTOM RAILS 21 4037 —POE 2 ROWS 'ULTRAFAB' F1N SEAL WEATHERSTRIP WOOL INTR60R 04606. 14 SOLES /FRAM JAMBS 22 4020 —PILE 1 ROW "ULTRAFAS" FIN SEAL WEATHER91MP WOOL FRAME JAMES /ASRPACAL 23 X704 AS MOD. 3/4 4 2 1/2" LG. SELF— ADHESIVE FIN SEAL PAO WOOL 700( 24 X166 AS READ POLYURETHANE SEALANT ROAM ENOS/N@LOCKS 20 DOW 999 AS RE0'D STRUCTURAL 861CONE SILICONE PANELS 28 TM- 38209 2/ PANEL TM TANDEM ROUFR ASSEMBLY ALUM/NYLON 80TTOM OF PANELS 27 71-32476 2 TM LATCH ASSEMBLY ALt01/VINYL YALE ASTRAGAL 28 T1/-32424 2 TM KEEPER AU NIU11 FEMALE AS(PMLH. 29 ?CM 2/LATCH /10 X 2" ON. MS. ASSEMBLY SCREW STEE1. 10.1011 ASSY. 3O X26 2 /KEEPER 110 x 1/2" ITT H0. KEEPER INST. SCREW STEEL FEMALE ASTRAGAL 31 XXX 8 /PANEL /10 8 I" Pit. SIT. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 XXX 2/CLIP 110 a 1" PH. SM. TOP CUP 91ST. SCREW STEEL HEAD INTERLOCKS 34 XXX A9 RE00. 1" X 1" REINFORCING BAR STEEL, AT FIX. PANEL 311E 30 XXX AS RECO. 3/8" X 1" REINFORCING BAR STEEL. AT FIX. PANTO. STILE OR NUMAYOUN FAR000 HA 18887 CAN. 3838 MUM' WCW149E4 zmwaktbrInsda 2114,101,1216„.. 8 Permit # 07—,2_?V Job Name Date 0-(�•a? Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet NG1d l(�rio e ,Zo�� `� �e,,, °rte Ce-- o. e eJ) c'c%c /if®%Xe/ °,�.l_Ccia. r S fe D/' e Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 a\ V1 R Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address / Permit No. ✓t, erlob a 8-dm Master Permit No. Roofing ✓� r � (, �� r .,'172 ' !��"PIi n # 4 City /vow 7/z State / ?ase--eidgfriff Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name P06/04 6/04! 1 7 d A Phone # Contractor's Address V 0 qb j14 City //l t 4/1 -o r €? State Zip ?// / Qualifier Name 2 X-- Phone # State Certificate or Registration No. C/"& OZ- OZ- 1?-1/ Certificate of Competency No. 61e---0 01Y Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Square / Linear Footage Of Work: q l) Alteration ❑New ❑ Repair/Replace ❑ Demolition Wtr 12 ,lervkit, m Leo ` G snL4 C OUP rae -ee O '41,1(T) 6io ) ******** **** ******** * ********* *** ** ***+ Fees************* * ** ****** ** ** **** **** ** ****** ** Submittal Fee $ Permit Fee $ 8 CCF $ �1 _% CO, 150 11 Notary $ &`O Training/Education Fee $ t,� .00 Technology Fee $ Ql 11 Scanning $ 30`00 Radon $ DPBR $ 4 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 46,01 olv Total Fee Now Due $ 5 ,a.on '25 Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe Lion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 0 who ersonally known As NOTARY PUBLIC: Sign: Print: 0 snmrilo.sikiter , who has produced de tion ,and v oid :ssro�t !)®463852 +0Ft� gars: Aug. 21,2009 (407) 38345163 r iurkia rotary sanfietworn 0 n 0 My Commission Expires: 467 APPLICATION APPROVED BY: g/e pi ®," lJJ JI 2- ` /01 .4-, Plans Examiner Engineer Zoning Signature Contractor a The for- oing in tru nt was acknowledged fo me this 3 day of `� : �. , 20a(, byV(All who is . rsonally known to me or who has produced '/ L Q1intification and who did take th. N S TARY PUBLIC: 6'S\. 4�� .0.0)m 1ti1 Sign: Print: My Commission Expires: S�. `�• 9g�ti4 E. .0 **** ********** * ** * **** (Revised 07/10/07) NMI / This Ins ru ant Pre ared NAM Q Name ix l o /'llld�°� /SJ,'cf 1�- '.11�1652� ^� Address at eme 3 _ _• ° L` Permit No. Tax Folio No. NOTICE OF COMMENCEMENT stem STATE OF '• a- s- COUNTY OF • "" . ▪ a ` 'r. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with .�.. Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ussaw- ..... ,i 1. Description of property: (legal description gf property, and street address if available) MEM co /z`gr fort! M/tfigi/ SmIf� ,- 33/; $ D? MEM VOINN Cr- 4f— ='-r 1120131,0 C-4 C7 INIESS CI 01 C.) Q, 2. General description of improvement: 3. Owner information �y� a. Name and address: $/ l�tt�1C/7(+tlt1/ , Q:� , sow %4' e 0 Cd Cr- 0 0 Cr.: r- rya C-4 C-4 t...4 en 0 Lai ir- Q c La tC C`4CeLai C1 Lt.LttCis b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: Dowd cd iterAta 7o o, ,1/6- 710 AE' #M *./ M/ M FZ' wog 40.r. 184 .- 34/59 7. Persons within the State of Horida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienoi's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMM 'NCEMENT. ,el rak/ol� 1 �g `Signature of Owner / Partner /Manager DANIEL, P. DOWER MYC:OMMJSSION#D ' +0F, EXPIRES: Aug 21,2009 r Ovierlifikettlidrizedfgeftliginitigise.eam SI natory's Title /Office for = :oine ins }. q :. was <cknowledged before me this day of ,L 4 year) by - v (name of person) as ott/, m • 0 ® authority, ...e.g. officer, tru es, attorney in fact) for V gV behalf of whom instrument was executed). ®t U g 8�, 1 8 C.i a 0 �� 0 f( Under penalties of perjury, I declare that I have read the foregoing an at the facts stated in it are true to the best of my IL Lii m ? ��, knowledge and belief. C.). .Z LUv' gg9 hype of (name of party on Signature of Notary Public — State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number ' alf Knawn or Produced Identification Verification Pursuant to Section 92,625. Florida Statutes Signature of Natural Person Signing Above CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well 'as those excluded is attached for your reference. (A Copy of the Contract must be attached) �v PROPERTY OWNER: IL,� t'�--Z°/ HO PERMIT# / 00 --21g ADDRESS: /24 Adii" f l 1 H(/ij 4966 FOLIO NUMBER: FLOOD ZONE: i BASE FLOOD ELEVATION: 8 a � FREEBOARD: 1 EAST OF FL.CCCL:'NO COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) /Wi (ce,4- TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE: 11 -12 -08 DATE: Permit No: 08 -2182 Job Name: December 29, 2008 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Permit application is for remodel kitchen and bath but work is moor extensive. Description of work on application must match work. 3) Provide Mechanical plans and permit for A/C and bath ventilation. 4) Demolition, mechanical, and window permit are required. 5) Corrections for mechanical, electrical must be completed. 6) Structural plans are required for all structural work. 7) Provide details of 3" x 6 "steel columns. 8) Provide a substantial improvement verification form for all work. 9) This structure is located in a flood hazard area with the finished floor below base flood elevation. This construction must comply with the Village flood plain management ordinance. 10) Provide energy calculations for the altered areas. 11) The plans must show the level of alteration per the FBC Existing. 12) The wind load design criteria are required on the plans. 13) Provide details of all masonry work including design criteria. 14) Provide details of all altered openings including supporting frame work (buck) and water proofing. 15) The floor plan shows new 24 casements in master but elevation show new 23 casements. 16) Provide product approvals for all openings including reused windows. 17) Show the required secondary escape in all sleeping room. 18) Provide a detail of existing stairs and rails to comply with FBC 2004. 19) Provide an interior wall detail. 20) Plans must include all insulation requirements in altered areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Per -mit No. Me›, Job Name ELECTRICAL CRITIQUE SHEET ,rte ..27 arTzc ,rlape.egP 4g A, ivies 5/-f t x e /-- �' iz & Alien, / y1.1 S A41 tool yz ®M L� h G-id; %® /Y e' v.ie, P-e- /zweeYoe1zs Ufa f �i J 4 " 1.4.-Ai1 T' 0 e A#fre As ft •ems idi'y, --ems Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: mot/ ,l. v -62V {CZ' DATE: I, 0D-.0tAkir /Contractor ❑ Owner ❑ Architect ked up 2 sets of plans an Address: ao oo toe r) c`J 01 4 4.0 ma eiNitecit POE From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: ) PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Permit No: 08 -2182 Job Name: December 29, 2008 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305 -756 -8972 Page 1 of 1 Building Critique Sheet ovide receipt from Miami Dade planning and Zoning for impact fees. ermit application is for remodel kitchen and bath but work is moor extensive. scription of work on application must match work. vide Mechanical plans and permit for A/C and bath ventilation. �J molition, mechanical, and window permit are required. Corrections for mechanical, electrical must be completed. Structural plans are required for all structural work. Provide details of 3" x 6 "steel columns. Provide a substantial improvement verification form for all work. This structure is located in a flood hazard area with the finished floor below base flood elevation. This construction must comply with the Village flood plain management ordinance. rovide energy calculations for the altered areas. The plans must show the level of alteration per the FBC Existing. e wind load design criteria are required on the plans. ovide details of all masonry Work including design criteria. Provide details of all altered openings including supporting frame work (buck) and water proofing. The floor plan shows new 24 casements in master but elevation show new 23 casements. ovide product approvals for all openings including reused windows. ow the required secondary escape in all sleeping room. rovide a detail of existing stairs and rails to comply with FBC 2004. rovide an interior wall detail. Plans must include all insulation requirements in altered areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: /woo Ak .Z.J1 Job Name ELECTRICAL CRITIQUE SHEET .-�Ai- 512-to / 5 .js /`g�iJ 5V' c !L' $4,4e- 10-42".0P4- 41,,k .614' SAS et 04%st11,14 W 7 &s' 3 S', coh°e 4o— (T, ,z ejov, >4, `p t_ 618-4 °A Nealo 6,49,-/ 01.0 ' fG' /Ye e9i, r"/ 941147` 5, teteP r��/ i � 7":07' !'1e wits. 7.402,e0# .4 ft wee. ia./j r -4I w January 7m 2009 Miami Shores Village No Bruhn CBO 10050, NE. 2'. Ave. Miami Shores, Fl. 33138 E S I G N CORPORATION Re.: Permit No.: 08 -2182 Critique sheet, Building, Mosheim Residence Electrical- Generator & conductors sizes are now listed on the riser diagram. See E -3 E -2, now shows circuit numbers of all new & revised electrical only. Unchanged existing electrical is not shown for clarity of extent of work being done. E-2, now shows location of new smoke / carbon monoxide detectors as required by code. All bedrooms are existing and are not being altered, enlarged or modified. All altered rooms now comply. Kitchen, Dining, Master bath & Bath #2. Master bath & Bath #2 will be circuited to Panel "B" with 20 amp breakers as required. Contractor to provide items #1, 2, 4, 8, & 9 Items #3 & 10 will be on new Mechanical drawings. Items #6, 7, 12, 13, & 14 will be on new Structural drawings. Item #11 This is a Level 2 Alteration, now noted on A -1, Scope of work. Some changes to scope of work as highlighted & a new A-4 listed on the Directory. Item #15 Windows have changed back to existing locations, replaced with impact P.G.T. type, see A -2, please note the Master bedroom is not being changed at this time. Item #16 Product approval for sliding glass doors being reused is now attached. Item #17 A -2 now, shows secondary egress from Bedrooms. Item #18 Existing stair is not a part of this alteration, fasteners and connections are out of view and cannot be verified without taking the stairs apart. I'm sure that this is not you intent. It railings as required by code & is now noted on plan A -2. Item #19 Please see new A-4, Interior partition detail and new Typical Window details. Item #20 A -2, Wall legend, above drawing titles now note that new Concrete block wall is to receive R -5 insulation between furring. Existing A/C units, ducts and grills are to remain as they are, no changes. New exhaust hood in Kitchen and new exhaust fans in baths are reflected on the new Mechanical plans. 11633 N.E. 11th PLACE • N. MIAMI, FLORIDA 33161 • PHONE (305) 892 -9669 • FAX (305) 893 -7222 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -2182 Job Name: February 6, 2008 Page 1 of 1 Building Critique Sheet 44jrovide receipt from Miami Dade planning and Zoning for impact fees. Permit application is for remodel kitchen and bath but work is moor extensive. escription of work on application must match work. rovide Mechanical plans and permit for A/C and bath ventilation. emolition, mechanical, and window permit are required. rovide a substantial improvement verification form for all work. This structure is located in a flood hazard area with the finished floor below base flood ele ation. This construction must comply with the Village flood plain management o dinance. he wind load design criteria are required on the plans. Provide product approvals for all openings including reused windows. Mullians are missing. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; ,c2MP-- DATE: / 08 ntractor ❑ Owner ❑ Architect • ca-A/90- Picked up 2 sets of plans and (other) . .1e-42q7 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged 1.1. t�� Vii/ PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. Al. Building Owner's Name ROBERT D. MOSHEIM AND KRISTINEMOSHEIM 08 -705 A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1285 N.E. 94TH ST. City I SECTION A PROPERTY INFORMATION S State A A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Desc pttiion, etc.) LOT 11, PB 40 AT PAGE 16 A A5 A A7 A OMB No. 1660 -0008 Expires February 28, 2009 For insurance Company Use: Policy Number Company NAIC Number ZIP Code 4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL Latitude/Longitude: Lat.N 25° 51 749 Long. W 80°10..3 6: Attach at least 2 photographs of the building if the Certificate is being used to ob Building Diagram Number _L 8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1 :0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A 12 tain flood insurance. N/A sq ft sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 409.5 sq it b) No. of permanent flood openings in the attach ep nage walls within 1.0 foot above adjacent grade 1lVV c) Total net area of flood openings in A9.b N A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF MIAMI SHORES 120652 B4. Map/Panel Number B2. County Name MIAMI -DADE B3. State FLORIDA B5. Suffix B6. FiRM Index . Date B7. FIRM Panel Effective/Revised Date B8. Flood Zone(s) AE 12025C0093 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. FIS Profile © FIRM ❑ Community Determined ❑ Other (Describe) B11. indicate elevation datum used for BFE in item B9: ® NGVD 1929 ❑ NAVD 1988. ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date CBRS OPA J 7/17/95 3/2/94 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8,00' Yes E No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* new Elevation Certificate will be required when construction of the building is complete. ® Finished Construction 02. Elevations - Zones:A1 -A30, AE, AH, A (with BFE), VE, V1 -V30 V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, ARiAO. Complete items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM #B -62 - Vertical Datum NGVD Conversion/Comments N/A a) b) c) d) e) 1) g) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building A/C (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 6,15 El feet 6 J0 LE feet N%A ® feet 5.51® feet 5 „..,5LIE feet 4.87 ®feet 5.12 feet 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that (he information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title REGISTERED LAND SURVEYOR 355 NO TH SHORE DRIVE Signature FEMA Form 81 -31, February 2006 License Number 5924 Company Name BLANCO SURVEYORS, INC. City State ZIP Code MIAMI BEACH FLORIDA 33141 Date Telephone 8/22/08 (305) 865 -1200 SAP rPVPMP CifIP fnr rnn +ini» +inn n. � --------._._._- IMPORTANT: In these spaces, copy the corresponding informatio n from Section A. Bt�jldi�g Rtrtp�drp t A c (luding Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. CliLLty tttt 744 i State MIAMI SHORES FLORIDA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments For lnsurance Company Use: Policy Number ZiP Code 33138 Company NAIC Number H P.FVATTQ�T GFNFRAT(1R cr na 6 ° CENTERLINE.ELEVION @ INTERSECTION WITH EXTENSION OF WEST LINE: 4.24° Signature SE DCBM #B -6 LOCATOR #32505 ELEVATION: 8.74° Date 22 8 1 8 '`❑ Check here if attachments TION E - BUi.LDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4; use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters. • El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure ) Is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . _ ❑ feet ❑ meters 0 above or 0 below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Sectior4 Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet u meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet [] meters ❑ above or ❑ below the HAG. E4. .Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes [❑ No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATWE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who G2. ❑is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G3. ❑A community official. completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued ❑ Check here if attachments G6. Date Certificate Of Compliance/Occupancy Issued G7. This perrriit has been issued for: ❑ New Construction ❑ Substantial improvement G8: Elevation of as -built lowest floor (including basement) of the building: 0 feet G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet Local Official's Name Community Name Signature Comments ❑ meters (PR) Datum ❑ meters (PR) Datum Title Telephone Date FEMA Form 81 -31, February 2006 ❑ Check here if attachments Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P . Route and Box No. 2: N.E. 94TH ST. City HORES For Insurance Company Use Policy Number State FLORIDA Zi P Code Company NAIC Number 33138 If using the Elevation Certificate to obtain NFIF flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. ''NOW #1 / / /N/// PICTURES WERE TAKEN ON 8/22/08 FRONT VIEW REAR VIEW 25.00' 125.00'(R&M) 6' W/F '..z� Vic- ssre 7 r LOCATION SKETCH SCALE: NTS 1.00' CL 125.00'(R&M) 1 " =20' SURVEY FOR: ROBERT D. MOSHEIM AND KRISTINE MOSHEIM, HIS WIFE, 1285 N.E. MIAMI SHORES, FL. 33138. NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL ABBREVIATIONS: SVNC= SIDEWiL.K, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILrTY EASEMENT, IP =IRON PIPE, F= FOUND, AFC =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, VVF= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILrTY EASEMENT. CONC= CONCRETE SLAB. RA/WRIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M- MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET. P /P= POVVERPOLE, OHP= OVERHEAD POWERLINE, WM =WATER METER WOOD FENCE= MAASONRYVVALL =I 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. # 3250S CONCRETE= D CBM #B -62 ELV. 8.74' MAINTENANCE & DRAINAGE EASEMENT= M &D.E. TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LEGAL DESCRIPTION: LOT 11 OF MIAMI SHORES BEACH VIEW ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 BLOCK SUBDIVISION AT PAGE 16 94TH ST., SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: bIancosurveyorslnc @ yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: AE PANEL: 0 DATE: SCALE: 8 22 08 1• =20' SUFFIX: J DATE: 7 / 17 / 95 BASE: 81 COMMUNITY # 120652 DWN. BY: F. Blanco OB No 08 -705 D U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. Al. Building Owner's Name ROBERT D. MOSHEIM AND KRISTINEMOSHEIM 08 -705 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 128 N.E. 94TH ST. City SECTION A - PROPERTY INFORMATION J `} ORES O'IDA A3.. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11, PB.40 AT PAGE 16 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.N 7 9 ° Si 749 Long. TJ 80°1().3 A6: Attach at least 2 photographs of the building if the Certificate is being used to ob A7. Building Diagram Number 1° A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1:0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A State OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Policy Number Company NAIC Number ZIP Code 12 tain flood insurance. sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 409.5 sq ft b) No. of permanent flood openings in the attach. rage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF MIAMI SHORES 120652 B4. Map /Panel Number B5. Suffix B2. County Name MIAMI -DADE B6. FIRM Index Date B3. State FLORIDA B7. FIRM Panel Effective/Revised Date B8. Flood Zone(s) AE 1202500093 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. 0 FIS Profile X FIRM [] Community Determined 0 Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988. 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date 0 CBRS 0 OPA J 7/17/95 3/2/94 89. Base Flood Elevation(s) (Zone AO, use base flood depth) 8,00' Q Yes 7 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones.A1 -A30, AE, AH, A (with BFE), VE, V1 -V30 ' ' (with BFE), - _ below according to the building diagram specified In Item A7. Benchmark Utilized DCBM#B -62 Conversion/Comments N/A a) b) c) d) e) f) 9) Vertical Datum NGVD Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building A/ C (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 6 ,15 ® feet 6.10 1E feet N[X ® feet 5.51 ® feet 5 .-5Z.® feet 4.87 ® feet 5.12 El feet 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) meters (Puerto Rico only) 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.x.. • ® Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title REGISTERED LAND SURVEYOR R 555 No' '.TrH SHORE Signatur License Number 5924 Company me BLANCO Na SURVEYORS, INC. FEMA Form 81 -31, February 2006 MIAMI BEACH FLORIDA 33141e Date 8/22/08 (3 hone (305) 865 -1200 SPA rP1tPrsP CirIP fnr rnnffr,, �ir�r, IMPORTANT: In these spaces, copy the corresponding information from Section A. �r l�ipg tr t A d- (kIuding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City For Insurance Company Use: Policy Number MIAMI SHORES State ZIP Code Company NAiC Number FLORIDA 33138 . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CENTERLINE ELEVATION @ INTERSECTION WITH EXTENSION OF WEST LINE: 4.24° Sign. ur DCBM #B -6 LOCATOR #32505 ELEVATION: 8.74° Date — 8/22/08 .`❑ Check here if attachments S CTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4-, use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure is ❑ ❑ below the HAG. p ) _ ❑feet 0 above or b) Top of bottom floor (including basement, crawl space, or enclosure) is . _ ❑ feet ❑ meters 0 above or 0 below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see a e 8 of Instructions), the next higher floor - (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters 0 above or below the HAG. E3. Attached garage (top of slab) is [] feet 0 meters 0 above or [] below the HAG. E4. .Top of platform of machinery and /or equipment servicing the building is 0 feet [( meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A'(without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8, and G9. • G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone A0. The following information (Items G4.-G9.) is provided for community floodplain management purposes. ❑ Check here if attachments G2. ❑ 03. ❑ G4. Permit Number 05. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for 0 New Construction 0 Substantial lmprovemen. G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: • ❑feet . 0 meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date FEMA Form 81 -31, February 2006 ❑ Check here if attachments Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1785 N E. 94TH ST. City HORES For Insurance Company Use Policy Number State FLORIDA GIP Code Company NAlCNumber 33138 It using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. MO* . s. y f4 * * + I.iF.. PICTURES WERE TAKEN ON 8/22/08 FRONT VIEW REAR VIEW z 125.00'(R &M) LOCATION SKETCH SCALE: NTS 25.00' 1.00' CL B' W/F 125.00'(R &M) 1 " =20` SURVEY FOR: ROBERT D. MOSHEIM AND KRISTINE MOSHEIM, HIS WIFE, 1285 N.E. 94TH ST., MIAMI SHORES, FL. 33138. NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: ABBREVIATIONS: 1 1 SVVK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, VV/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SLAB. RNV=RIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD POYVERLINE, VMA =W4 TER METER NCE- WOD MAASO RYW LL= ELEVATION BASED ON LOC. # 3250S CONCRETE= D CBM #B -62 ELV. 8.74T MAINTENANCE& DRAINAGE EASEMENT= M & D.E. TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 1 1 1 1 1 I 1 1 LEGAL DESCRIPTION: LOT 11 OF MIAMI SHORES BEACH VIEW ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA BLOCK SUBDIVISION AT PAGE 16 i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 sx' SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: blancosurveyorslnc @yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: AE PANEL: 01'3 SCALE: 1" = 20' + SUFFIX: j DATE:7/17/95 BASE: 8' COMMUNITY # 120652 DAN. BY: F. Blanco JOB No 08 -705 N * APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -04 Residential Limited Applications Prescriptive Method C Small Additions, Renovations & Building Systems SOUTH 7 8 9 Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -04 for additions of 600 square feet or less, site - installed components of manufactured homes, and renovations to single- and multiple -family residences. Alternative methods are provided for additions by use of Form 600B -04 or 600A -04. PROJECT NAME: AND ADDRESS: 4OSj} et hot CZrc4• IQ • BUILDER: (Z& NEE 9,4'TR 'T. PERMITTING OFFICE: likM 1 St-(oRES CLIMATE ZONE: 7 ❑ 8 Ktbffit1 *SNO( 5 - r'l. OWNER: t(R, fa 1..k as. Hostsem.4 PERMIT NO.: M Z. - 1 eo 2 JURISDICTION NO.: 2 - 0 • SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C -2, and 6C -3 apply only to the components of the addition, not to the existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed spedOcaliy to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single-family detached or Multiple- family attached 3. If Multiple-family-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* ( Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13: Air distribution system* a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* ( Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site - installed components. I hereby certify that the plans and s the Florida Energy Code. Please Print 1. L a...14 VAT% Ott.% 2. Sot■l6L.€. t-&' ..Y 3. 4. 54:x1 .5ck.ft • s. 24" Sin le Pane Double Pane 6a. 1d sq. ft. sq. ft. 6b. sq. ft. sq. f. 7. 0•tCla % 8a 8b. 8c. 8d. 80. R= N/4 lin.ft. R= sq.ft. R= sq.ft. R= _ sq•ft- R = sq. ft. 9a -1 R= 617 9a -2 R = 9b-1 R = 9b-2 R = 9c. 10a. R = 10b. R sq. ft. sq.ft. sq. ft. sq. ft. sq. ft. sq. ft. 11. Type: WA' SEER/EER: 12. Type: 14 /A HSPF /COP /AFUE: 13a. 13b. 14. Type: N/' EF: CK cuiation are in compliance with PREPARED BY: / DATE : Ptti,XiCa I hereby certify that this building is In complianeewith the Florida Energy Code: OWNER AGENT DATE Review of plans and specifications covered by this. calculation Indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance tq accordance with Section 553.908, ES. BUILDING OFFICIAL: DATE FLORIDA BUILDING CODE - BUILDING 13 -D.37 a r 5 APPENDIX 13-D Climate Zones 7, 8, 9 TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTNG BUIDLINGS AND SITE- INSTALLED COMPONENTS OF MANUFACTURED HOMES I COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block Frame, 2' x 4' Frame, 2'x6' Common, Frame Common, Masonry R -5 R-11 R-19 R -11 R-3 - 5 SEER = EER = Single SPACE HEATING CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R R-19 R-13 R-10 R -11 NA.' HSPF/ COP= ,,e! �E_ {`4A AFUE . .. HOT IWATER Electric Resistance Gas; natural or LP Fuel Oil O di Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R-11 R -5 R -11 g/41. OH -SHOO OHSHGC 606.1 tIn o unconditioned space In conditioned space R-6 No minimum lVA 3' -.87 2' -.75 1' -.57 0'- .39 2' -.78 1' -.61 0' -.44 4' -.fir 3'•,%5 2' -.57 1'- .39 0' -.30 TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS 011W EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY zCentral §- NC - Split Single Pkg. Room unit or PTAC SEER =10.0 SEER = 9.7 EER = 8.5' SEER = 14011. SEER = EER = Single SPACE HEATING Electric Resistance Heat pump - Split - Single Pkg. Room unit or PTHP Gas; natural or propane Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7' AFUE = .78 AFUE =.78 HSPF = N /A HSPF = HSPF/ COP= ,,e! �E_ {`4A AFUE . .. HOT IWATER Electric Resistance Gas; natural or LP Fuel Oil EF =.92 EF = .59 EF =.54 EFc . N/A. _ EF EF= _ OH -SHOO * See Table 13- 607.1.ABC.32 and 13- 608.1.A20.3.2 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient Maximum % 204 Installed %.,14L71> ....... GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED SECTION ( P TO 20% J UP TO 30% UP TO 40% UP TO 50 ✓ Single Double Single Double Single Double Single OWNS Recessed Lighting OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH-SHGC OH -SHGC OH -SHOO OHSHGC 606.1 1' -.87 0' -.75 0' -.78 2' -.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2' -.75 1' -.57 0'- .39 2' -.78 1' -.61 0' -.44 4' -.fir 3'•,%5 2' -.57 1'- .39 0' -.30 3' -.78 2' -.61 1' -.44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS. SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. ✓ Exterior Windows & Doors 606.1 Max. 0.3 cm/sq t. window area; .5 cfrn/sq.ft. door area. ✓ Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. tI Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). ✓/ Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with Integral exhaust ductwork. ✓ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. A, NIA Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff ( gas) must be provided. External or built -in heat trap required for vertical pipe risers. 14 //L. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. $ Ai Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (Including heat recovery units). Nlj64 ✓ Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed In accordance with the criteria of Section 610.1. Ducts in attics must be Insulated to a minimum of R-6. , `�a tv HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. WA GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonverticai roof glass and add Ito the previous total. When glass in existing exterior walls Is being removed or enclosed by the addit ion, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent Find the largest glass percentage under which your calculated percentage fails on Table 6C-2. Prescripthves are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 60-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is Installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations; Table 6C -3, and check all applicable items. 7. Read, sign and date the 'Owner /Agent* certification statement on page 1. 13 -D.38 FLORIDA BUILDING CODE - BUILDING (32 consuttmg vnwp,Inc. ROBERT T. GARCIA, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic # 51370,CA 25882 BY: RG DATE:01/22109 SUBJECT:MOSHEIM RES. SHEET No.10F18 Miami Shores, Florida JOB #2001 CHECK BY:RG DATE:01/22109 CALCULATION TITLE SHEET 3ob Name : REMODELING MOSHEIM RES. Client : 1285 NE 94 STREET Miami Shores, Florida 3ob Type : RESIDENTIAL Building Code :.F.B.C. -2004- Edition Building Dept : City of Miami Shores G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Job: Mosheim Residence Sheet No: 2.- of Calc by: RG Date:1 /15/09 Checked by :RG Date:1 /15/09 WIND LOADS PER ASCE7 -02 EXPOSURE :C Roof angle: (27 Deg.) < 0 < = (45 deg ) Roof angle: slope := 12 0 := atan(slope) mph Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if (he < 15ft), Mean hight Wind Directionality Factor Kd:= 1.0 Basic Velocity Pressure qh:= [0.00256•Kz•Kzt•Kd•(V)2• qh = 48.41 psf , 2.01. •psf 2 -- h a ft \ Zg - 0 = 45 deg Kz =0.89 G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Wail Pressure for building h<60ft Negative :zone4 A :_ (8.17ft) 2 A = 22.25 ft2 3 GcP4 := - 1.2766 + 0.1766.1og A ft2 P4 := gh•[GcP4 - (-Gcpi)] Negative : zone5 GcpS := - 1.7532 + 0.3532.1og A ft2 p5 := gh.[GcP5 — (—Gcpi)] positive zone4 & zone5 A (8.17ft) 2 A = 22.25 ft2 3 Gcp4.5 := 1.1766 — 0.1766.1og A ft2 p4.5 gh•[GcP4.5 + (— Gcpi)] Wall first floor Gcpi :_ -0.18 Gcp4 = —1.039 P4 = —59 psf Gcp5 = —1.277 p5 = — 70.555 psf 0cp4.5 = 0.939 p4.5 = 54.159 psf Job: Mosheim Residence Sheet No: 3 of Calc by: RG Date:1 /15/09 Checked by :RG Date:1 /15/09 G2 Consulting Group, Inc. ROBERT T. GARCIA, RE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Wall Pressure for building h<60ft Negative :zone4 )2 A :_ (8.17 ft A = 22.25 ft 2 3 Gcp4 := — 1.2766 + 0.1766.1og 2 ft 2 P4 := gh•[GcP4 — (— Gcpi)] Negative : zone5 Gcp5 := — 1.7532 + 0.3532.1og A ft2 p5 qh.[Gcp5 — (— Gcpi)] positive mone4 & zone5 A :_ (8.17ft) 2 A = 22.25 ft 2 3 GcP4.5 1.1766 — 0.1766.1og A ft 2 P4.5 gh•[Gcp4.5 + (— Gcpi)] Job: Mosheim Residence Sheet No: 4• of Calc by: RG Date:1 /15/09 Checked by :RG Date:1 /15/09 Wall second fbor GcP4 = —1.039 P4 = —59 psf GIPS = —1.277 P5 = — 70.555 psf Gcp4,5 = 0.939 P4.5 = 54.159 psf G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Door Pressures for buildina h <60ft Negative :zone4 A:= 21ft 2 GcP4 := — 1.2766 + 0.1766.1og A ft 2 P4 := gh•[Gcp4 — (— Gcpi)] Negative : zone5 Gcp5 := - 1.7532 + 0.3532.1og = ft2 p5 := gh•[GcR5 — (—Gcpi)] positive :zone4 & zone5 A:= 21ft 2 GcP4,5 := 1.1766 — 0.1766.1og A ft2 P4.5 gh.[GcP4.5 + (—Gcpi)] GcP4 = —1.043 P4 = — 59.215 psf GIPS = —1.286 P5 = — 70.984 psf Gcp4,5 = 0.943 P4.5 = 54.373 psf Job: Mosheim gesidence Sheet No: S of Cale by: RG Date:1 /15/09 Checked by :RG Date:1 /15/09 G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 window Pressures for building h<60ft Negative :zone4 A =10ft2 Gcp4 := — 1.2766 + 0.1766.1og — A ft 2 P4 := gh.[GcP4 — (— Gcpi)] Negative : zone5 Gcp5 := — 1.7532 + 0.3532.1og — A ft2 pS qh.[Gcp5 - (— Gepi)] positive zone4 & zone5 A := 10ft2 G P4.5 1.1766 — 0.1766•log A ft 2 Gcp4 = —1.1 P4 = —61.97 psf Gcp5 = —1.4 p5 = — 76.494 psf Gcp4.5 = 1 P4.5 gh.[GcP4.5 + (— Gcpi)] p4.5 = 57.128 psf Job: Mosheim Residence Sheet No: to of Calc by: RG Date:1 /15/09 Checked by :RG Date:1 /15/09 76( ROBERT T. GARCIA, RE MOSHEIM RES AlIIMINIIN TI JRF RARI -T-R Jan 20, 2009 at 3:39 PM MOSHEIM.r3d ROBERT T. GARCIA, PTE-1 MOSHEIM RES MFMRFRIARFI Jan 20, 2009 at 3:41 PM MOSHEIM.r3d 9 - .34k/ft Loads: BLC 2, WIND LOAD ROBERT T. GARCIA, RE MOSHEIM RES WIND I fAn Jan 20, 2009 at 3 :41 PM MOSHEIM.r3d k/ft Loads: BLC 2, WIND LOAD Results for LC 1, 0.6DL +WIND Reaction units are k and k -ft 0 -1.2 -12 ROBERT T. GARCIA, P.E MOSHEIM RES Jan 20, 2009 at 3:42 PM tntNT PFAC:TIONR ( MOSHEIM.r3d If Results for LC 1, 0.613L +W1WD ROBERT T. GARCIA, P.E MOSHEIM RES IlFFI FC TIflN Jan 20, 2009 at 3 :43 PM I MOSHEIM.r3d Basic Load Cases BLC Description Category DEAD LOAD DL 1$ X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me...Surface (... -1 WIND LOAD WL Load Combinations Description Solve PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 0.6DL +WIND ' Yes ; Y DL .6 WL i 1 I ' I Joint Coordinates and Temperatures Label X N1 0 Y N2 0 Zft 0 General Section Sets 0 Tern 0 ch F •m Di- •h Label Shape Design List Type Material Design Rules A [in2] lyy [in4] Izz [in4] J [in4] TUBE ALUMINUM ... None ! Beam gen Alum No Redesign 3.226 ! 5.01 15.032 1 15.84 General Material Properties Label E [ksil gen_Alum G Iksi] Nu Therm (\1E5 F) Densitvlk/fM31 10600 4077 .3 Member Primary Data 1.29 .173 Label I Joint J Joint K Joint Rotat.. Section/Sha... Design List Type Material Design Rules M1 N2 N1 TUBE None Beam gen_Alum Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive M1 Member Section Forces Yes LC Sh Member Section Stresses (By Combination) LC M • - -- -- M1 M1 1 �.�. iro - .0081 ear[k] 1.19 Qnazar[kt 0 I orquetK -n1 0 y -y momengK -tt] 0 a Z Moment[k -ft] 0 0 0 0 0 2 -.0041 595 0 0 0 -15619 .0013 -.1844 0 3 0 0 0 0 0 - 2.0825 4 .0041 -.595 0 0 0. 1.5619' 5 .0081 -1.19 0 0 0 0 Member Section Stresses (By Combination) LC M • - -- -- M1 - -- - .._...v. v..`r 1 -.0025 .3689 •..,..3, , .... Iv oaI IU... wl Dt7I1... L W • oe • in! KS! 0 0 0 0 Z Dot tsenam. ksi 0 2 -.0013 . Er 0 3.74 -3.7405 0 0 0 0 3 0 0 0 4.9874 - 4.9874 4 .0013 -.1844 0 .7405 - 3.7405 0 5 .0025 ' -.3689 0 0 0 0 0 RISA -3D Version 5.0 [1 \Wkst003 \d\ENGJOBSUIM SMITHWOSHEIM\MOSHEIM.r3d] Page 1 Lino G . Zequeira, P.E JQ :MOSHEIM 6745 SW 59 Street SHEET • 3 OF MIAMI, FL, 33143 CALC. BY:RG DATE:1/8 /09 PH,FAX:305 -662 -7365 CHECK. BY:RG DATE:1/8 /09 Design Aluminun Tube 6x3x3/16" 6061 -T6 1. Allowable Bending Stress Fb := 19Ksi Section futher than 1.0 in of a weld 2. Allowable Shear Stress Fv := 7.5Ksi Actual Bending Stress fb := 5.0Ksi Actual Shear Stress fv := 0.4Ksi Check := if(Fv >_ fb, "ok" , "nogood" Check = "ok" Check := if(Fv z fv, "ok" , "nogood" Check = "ok" G2Consulting'Group. Inc. Robert T. Garcia 9725 s.w. 4 th TERR. Miami, FL 33174 WEDGE ANCHORS 1Data t4jr 1 Actual tension and shear Actual Tension Actual Shear 2 Allowable tension and shear Allowable tension force Allowable shear force 3 Adjusted factors 3.1 Adjusted factor for edge distance emb min embedment Rfe edmax ed Rfe = 0.361 3.2 Adjusted spacing factor fs. =— sb. R sbmax Rfs, = 0.342 Section 5/S-4 --, 3 Job: Mosheim Res Sheet No: /f of Calc by:RG Date:01 /12/09 Check by: RG Date:01 /12/09 Load combination .6DL + WIND From Rise Program Edge distance edmag := 1.75 x emb e.dmax max edge distance Bolt spacing sbmaa := 4 x emb 3 Combined tension and shear forces Max spacing n := 2 n - number of wedge anchors 5 5 Ps. Va. 3 Tx. x Rfe x Rfs, x n + Va. x Rfe x Rfs. x n Ea. = 0.671 Check := if(Ea, <— 1, "ok" , "no good") Check = "ok" dote : used 2 -3/4" diam. x4.75" emb . HILTI KWIK BOLTS 3 s.sj DESCRIPTION: HILTI Kwik Bolt 3 is a stud type expansion anchor with a single piece wedge which expands in concrete and CMU when torque is applied. they are supplied with a nut and washer. MATERIAL CHARACTERISTICS: 1" carbon steel studs, conform to AISI 11L41. Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements of ANSI B18.2.2. Washers are made from carbon steel conforming to ASTM F844 and meet dimensional requirements of ANSI 18.22.1 Type A plain. All 3/8 ", 1/2", 5/8 ", and 3/4" wedges are made from carbon steel. All 1/4" and 1" wedges are made from stainless steel. GENERAL NOTES: 1) Design values in pounds are equal to ultimate load divided by 4. 2) Edge distance shall be 1.75 times the minimum embedment for tension and 3 times the minimum embedment for shear. Anchor center to center distance shall bQ times the minimum embedment. 3) Anchor installation shall be made in accordance with Hilti's published installation instructions in the Product Technical Guide. Limit one anchor per cell. 4) Anchor installation in grouted concrete masonry units require a minimum 12" distance and 8" spacing. Limit one anchor per cell. Avoid installation within 1 -3/8" of any vertical mortar joint. See Figure 1. 5) Values shown are for shear plane through the anchor body. 6) When the shear plane is acting through the anchor threads, reduce the shear by 10 %. 7) When the shear plane is acting through the anchor threads, reduce the shear by 6% b) When the shear plane is acting through the anchor threads, reduce the shear by 20 %. DESIGN VALUES: Anchor Diameter (in.) Fracture Load (lb) 1/4 2,900 3/8 7,200 1/2 .6 . 12,400 5/8 19,600 3/4 28,700 Dia. (in.) Min. Embed. (in.) 3000 psi CMU Grouted Tension Shear Tension Shear 1/4 2 623 458 — - QQ 2 -1/2 1355 1460 a 780 1155 Pa 3 -1/2 2185 2343 7 905 1723 4 ., 2870 4885 4 1295 1723 ligi INN 4 -3/4 3635 6173 6 4808 9200 Anchor Installation is Mowed In all Non-Shaded Areas Mortar Joint 1 -3/8" FIG. 1 co M Concrete Masonry Unit (Grouted) a ENGINEERING u9 fH KOWA BMTi. 426119 2/THUBBIONIIB PAM WW1 GARI S.It 91414 0I0 (6162S64 MX (26462341913 MAIL Maa6996664 HILTI, INC. 5400 S 122nd E Ave Tulsa, OK 74146 HILTI KWIK BOLT 3 MECHANICAL EXPANSION ANCHOR FOR CONCRETE AND MANSONRY ELEMENTS REVISION DATE: 31 -10 -06 DATE: 11 -12 -98 DRAWING: 543 -003 —C SCALE: 1" = 1" SHEET NO. 1 OF 1 FOR OFFICE USE A!1F: "v6i..+ e,atf4114logs re.r Sac G2CONSULTING GROUP.INC ROBERT T. GARCIA, P.E 9725 SW 4 TERR, MIAMI FL33174 PH/FAX:786- 2940032 Job:Mosheim Sheet #: /Lot' Calc by:RG_Date:_01/20 /09 Check by:RG Date: 01/20/09 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: DL := 57421bf LIVE LOADS: - DATA: WIND VELOCITY : 146MPH EXP :C ASCE7 - 02 h := 7ft LL := 13201bf Maximun Calculated Axial Loads : P := DL + LL P= 7.062x 103lbf Calculated Axial Stress: fa := P — An An = 58.141 in2 fa = 121.464 psi The Allowable Compression Stress is: Fa:= .25•f'm•_ Fa = 347.107 psi h 2 1 (140•r� Check Compressive Stress in Masonry fb :- Mw 2 b•d2•j•k Breakfast G2CONSULTINO GROUP.INC ROBERT T. GARCIA, P.E 9725 SW 4 TERR, MIAMI FL33174 PH/FAX:786- 2940032 fb =. _ As p • Ac p= 5.126x 10 3 Es n . -- Em n = 21.481 p•n =0.11 Mw := 1 • w • h2 8 Mw = 903.4381bf • ft k:= 42•n•p + •p)—n•p k = 0372 j =1 —k 3 j = 0.876 fly:= Mw•2 b•d2•j•k tb = 143.27 psi Es := 29000000psi Em := 900 • fin Fb:= (3) •fm -133 Fb = 665 psi (( Fa + 0.565 I I 5 1 ok! Fb Job:Mosheim Sheet #: / of Calc by:RG_Date :_ 1/20109 Check by:RG Date: 01/20/09 G2CONSULTING'GROUP.INC ROBERT T. GARCIA, P.E 9725 SW 4 TERR, MIAMI FL33174 PH/FAX:786- 2940032 check tension on reinf. for ft-1 ( iambs w = 147.51bf ft Mw := (-1) w • h2 8 As. j•d•Fs•133 Mw Job:Mosheim Sheet #: /Lof Calc by:RG_Date:_01120109 Check by:RG Date: 0120/09 Fs := 24ksi As= 0.102in2 . <As' ok! Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.' 1 9 Master Permit No.j BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) "' "` lig46-itti Phone # U� Owner's Address fy Air 9 one (O City /! l iPfl /h State �/ Zip Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village Zip FOLIO / PARCEL # BY: - -- ------ - - - - -- County Miami -Dade Is Building Historically Designated YES Contractor's Company Name Og ,4_ 1 rf fif�,/6� /g/01- 1) /e.�. Phone # � c0 —/Z —`7 �/ Contractor's Address .$ 19 KI / City 1 wi State L Zip 33 r2.- 7 Qualifier Name 4- )LF7 7 iv (C% L ,e C i,4 Phone # State Certificate or Registration No. e. Ceo 5'6 fo 5° Certificate of Competency No. G'FC Oj 6 96 E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ "r Square / Linear Footage Of Work: Type of Work: ['Addition 1 C�Alteration DNew ��,�,� ❑ Repair/Replace ❑ Demolition Describe Work: /C(l�,G,' iY/M5 /f/l t �1f /7. eve y!✓®,V frf /be Amvc ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ''V CCF $ /' CO /CC Notary $ . Training /Education Fee $ Technology Fee $ l'W Scanning $ 3 `U.) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ /JC J Structural Review. $ a See Reverse side —+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will npt be approved and a reinspection, fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this otIV day of V 20 '' , by N+�/•�i Gry % {aCia l , who • who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CO t MISSION * 00463852 My Commission Expi RES: Aug. ., • • . Mary Servlce.com Signature Contractor The foregoing instrument was acknowledged before me this day of 471101 , 20 ', by who is r who has produced s identification and who did take an oath. NOTAR ' 141C: DANIEL P. DOWER MV' C^ a ISSION * DD463852 /(4t • EXPIRES: Aug. 21, 2009 1441-0153 Florida Notary Service .com Sign: Print: cb itt " j i&t& My Commission Expires: eke ,p��j * *** * * ** *** * * ** *,* * * * * ** **** ** * ** ** ** ** *:***************** *** * * ****• * * ***** * * * * ** * *** * * ** ,* ****1* * ** * **** *** APPLICATION APPROVED B (Revised 02/08/06) aPlans Examiner Engineer Zoning Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision /Project Construction Type 1285 94 Street Miami Shores FL Location Residential Construction ROBERT MOSHEIM INTERIOR REMODEL Bldg. Permit No. Contractor Date Issued Occupancy RC -12 -08 -2182 DOWER CONSTRUCTION INC 09/17/2009 Single Family Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE Q,t U.S. DE,- ARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28, 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MICHAEL & DONNA TALLON. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 537 NORTHEAST 96TH STREET (CABANA) Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 15 -14 LOT 15 & 16 BLOCK 99 OF:AMENDED PLAT OF SECTION NO.4 OF MIAMI SHORES, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25DEG 51' 50.62" N Long. -80DEG 11' 11.23" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enciosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES - 120652 MIAMI -DADE COUNTY FLORIDA 84. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C -0093 J 07 -17 -1995 03 -02 -1994 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3250 SW / NAME N -603 Vertical Datum NGVD 1929 Conversion /Comments ELEVATION + 7.70' a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.36 b) Top of the next higher floor N /A. c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 8.93 (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) f) 9) 8.87 8.89 feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ►5 Check here if comments are provided on back of form. Certifier's Name ARMANDO F. ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS & MAPPER Company Name AFA & COMPANY, INC. Address 13050 SOUTHWE =T 13G' ° COURT City MIAMI State FL ZIP Code 33186 Signature Date 12 -31 -2008 Telephone 305.234.0588 FEMA Form 81- " yebruary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 537 NORTHEAST 96"'' STREET For Insurance Company Use Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD + 8.22' ; C2.e) A/C SLAB ELEVATION + 8.93' ; Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.U. Route and Box No. 537 NORTHEAST 96TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW • Building Photographs Continuation Page For Irsurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.C. Route and Box No. 537 NORTHEAST 96TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." SIDE VIEW Miami Shores Villag ,s Building Departmen Et ,1 >0050 N.E.2nd Avenue, Miami Shores, Florida 3318= - - Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. , P • b Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) MIAMI St-101E56 v I LL.AC.IV.. Phone # ( -) 115- 2207 Owner's Address j0n50 9ECoND A'l. City t41AMI lO , State ri3Ol.lC)A Tenant/Lessee Name Zip 3313f8 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Phone # 1134! /VW AVM County Miami -Dade NO X Contractor's Company Name ,JAMBS A. CUMM1N4S, II4C.. Contractor's Address 'SJ'75 IOW 5-31ea S.,- -121 Er City LAl1DaiabA L.s. State FLORAt7A Qualifier WILLIAM (Z. vsrzetz.. Phone # Zip 33160 - °4414 qs) Zip 333oq Architect/Engineer's Name (if applicable) 5F'I1..1„,I5 CANDELA 4 P[znNIRS Phone # ( ) 444-1011 $ Value of Work For this Permit Type of Work: Describe Work: ['Addition DAlteration c�N ''New Ae Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ****************************Fees****************************** * * * * ** * * ** * * * * * * * * ** * * ** * ** CCF$ 0 Submittal Fee $ - Permit Fee $ Notary $ Training/Education Fee $ Scanning $ - Radon $ i Technology Fee $ Q ��----�� Bond $ Code Enforcement $ """---" Structural Plan Review. $ k'd Total Fee Now Due $ 4 s-o (Continued on opposite side) roil& l/- al 36' - ° '9°- c0d6O Bonding Co(pany's Name (if applicable) '1FC.O li\ISOVANICE. Bonding Company's Address . 1■. 51P-ANC Qil.Vb.) IDTy, FL -oOte City G.j.E.I,I I?At, State cALI Nstok Zip 9 i 2p?, Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State . Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. JAMES( C; , INC. Signature Owner or Agent The foregoing instrument was acknowledged before me this . day of , 20 d by who is personally known to e or who has produced As identification and who did take an oath. NOTARY P Si is Print: Signatu Contractor The foregoing instrument waaseacknowledged President me this 23rd day of November, 20 04, by William R. Derrer , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Gonell Sign: mansion #DD323870 , 2008 Bonded Tiro Atlantic Bonding Co., Inc. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. My Commission Expires. Print: Lisa Abbaticchio My Commission Expires: , I I Lisa Abbeticchlo a cir Expires March 19, 2007 APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -61+ 92 Permit Number: RF-5-07-1 2 Inspection Date: 09/28/2007 Inspector: Grande, Claudio Owner: MOSHEIM, ROBERT Job Address: 1285 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: WEATHER GUARD INDUSTRIES INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050100100 Lot: Phone: 305 - 892 -8493 Building Department Com RE -ROOF MANSARD ROOF COLOR THRU SEP 2 8 200? Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-50988. 1) Provide uplift report. 2) Re attach loose tile by ladder by garage door. No foam on it. 9/17/07 CG 41/"tdk___, (/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, September 27, 2007 Page 2 of 2 figva4 Root T Se 44444, (4.6. TESTING * ENGINEERING CALCULATIONS * INSPECTIONS September 26, 2007 Building Department Official; Since 1998 Florida Roof Testing Services, Inc. has performed a tile uplift test on the building described below. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward `pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 TAS- 106 -R, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test. Please note all measurements are approximate. Contractor: Job Address: Permit* Application Method: Test Results: Tech: Report Prepared By: FRT Job # Weather Guard Ind. 1285 NE 94th Street, Miami Shores RF -5 -07 -1128 Sore3.4 Set, Monier, 2200 Sq. Ft. 9/21 /07 Pass RM Fred Hernandez, Senior Technical Analyst 07 -11227 i1a Field Perimeter Corner Hip Tiles Ridge Tiles +tl', 1342 8 3 750 8 0 0 0 8 108 12 0 0 0 12 60 3 0 0 3 0 0 0 T T 0 0 50 T T FLAT T FLAT T 38 30 PLAT 9/26/0 R. N. Sailappan, P.E. Florida Registration No. 46696 1012 N.E. 44 Street, Oakland Park, FL 33334 * Phone: 954.566.1399 * Fax: 954.566.1329 TAS -106 -1Z - TCie.UpliftTe4t Report Certificate No: FRT004:5746 QUALITY SYSTEMS LAB AN ISO 17025 ACCREDITED LAB 950 Peninsula Corp. Circle, Ste. 2008 Boca Raton, FL 33487 Phone: 561-999-1896 Fax: 561-999-1897 qualitysySlababellsouth.net http://www.qat-inc.corri CERTIFICATE OF CALIBRATION Performed for: Florida Roof Testing 1012 N.E. 44th Street Oakland Park, FL 33334 Instrument Details: Description: Force Pull Gauge Manufacturer: Chelan Model Number: Lg-100 Serial Number: R04599 Equipment ID: R04599 Equip Location: PO Number: Test Results: Pass Calibration Details: Procedure: Manufacture's Procedures Force Pull Gage (Roofing) -1 00 lbs Temp: 20.4 °C Humidity: 46 RH Cal Date: 9/10/2007 Cal interval: 3 M Comments: Quality Systems Laboratory tattles that the above listed Instrument meets or ewer's all specifications as Calibration Results stated in the referenced procedure unless othenvise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement or derived by the ratio type of self-calibration techniques. This calibration complies with ISO/IEC 17025:2005 and MIL-57045862A. Please note that any Test Uncertainty Ratio (TUR) that is loss than four to one will appear under the *TUR column on the data sheet below. If the TUR meets or exceeds four to one, the column is hidden from view. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from the calibration organization issuing this report Calibration Standards: Mott Martidinturer Description Serial NUmber Cates D1444114 QSLOO5 Troemner Class F Weight Set OSLOO5 4/3012007 4/30/2008 Calibration Results: T A T Toot Value Limits As-Fotind As-Left Ste** 1 Weight 25 lbs 23 to 27 25 25 Pass 2 50 lbs 48 to 52 50 50 Pass 3 100 lbs 98 to 102 100 100 Pass Metrology Manager: Edward Brown Signature: 6444441 gowtihss Quality Manager: Dr. Cheryl Thibodeau Signature: C Page 2 of 2 Miami Shores Village. Building Department LL' A 2007 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 gye _m BUILDING , C4101, Permit No. .FO 1- I i ue PERMIT APPLICATION 141° M/0 Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) . gobesir KoSl/LeiN1 Phone # C. 3o') /5q `5S3 (0.0 Owner's Address l2 SS E City NU SIA3 r e s State FL, Zip 3 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) SCLCVte as AioQV e_ 12 6 s iu5 Orr' sr. City Miami Shores Village County Miami -Dade Zip `5 13 FOLIO / PARCEL # t — 3`20S —O - 100 Is Building Historically Designated YES NO 4,, Contractor's Company Name W eon- e C ( Ck rd_ .1, ct. 1.Ne Phone # 54) (030 -- q6q a Contractor's Address 11'2 o No COY10A,cL 1)C i J� City k e QCccdot St e FL Zip .3114 Qualifier Name Same- 60,W3 C&1.J1 Z) Phone # State Certificate or Registration No. C.CG (3e5-1 eM Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ad Cal 00 Square / Linear Footage Of Work: a ) Type of Work: ['Addition ['Alteration ['New [( Repair/Replace ['Demolition Describe Work: R e C ®O. �k .i s a rct. Race oiL *** *, *** * * * * *, *** * * * ** * *** * *: * * * * * * ** Fees * *,r,r******* * * * * * ***** * ** *,ter * * * ** * * * * * * * * **** Submittal Fee $ Permit Fee $ CCF $ 11— CO /CC Notary $ Training/Education Fee $ 4— Technology Fee $ 9 q Scanning $ 19 ® Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 355 60 UN 08PAID See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap4roved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this l a day of ia'i ; 20 0? , by goW (4— M-o5kelik who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: s� o LOURDES LINARES Print: Low - Liprgyggev# DD 383857 EXPIRES: February 22, 2009 My Commission Expires: °?- ..or ,` Bonded Thru Budget Notary Services **: v****** ** * ** ** * *** * * * ** * ** *** * * * *�r�ti �r*** * * * *�t� * ** II APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this 1 "— day of Wicai , 20 4, by C j oS �,o t LrZcs who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �' 1-40g0ce s LORDED Iran • * MY COMMISSION # DD 383857 EXPIRES: February 22, 2009 My Commission Plans Examiner Engineer Zoning • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• SECTIODI,1524 HIGH VELOCITY HURRICANE ZONES REQISIfgD QW101 NQTtt'IEAtION FOR ROOFING CONSIrEgAVOI,S: : : : • • ••• • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the, gogt pt of thl segtjgn.. •Tjhe provisions of Chapter 15 of the Florida Building Code, Building govern the minims m rdOretnpnts pr standards of the industry for roofing system installations. Additionally, the following items shcll0 ElOrWsgactas part of the agreement between the o and the contractor. The owner's initial in the adjSeentbdx iritiic dtee that me item has been explained. 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed i" aw •rdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co e. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit ° i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cau = water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo ing system is removed. Ponding conditions should be corrected. /i A./ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not •verl• ded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance witl1the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of he urai assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's/Agent's ignature asi022/&7 _ 1.. �/ Date Contractor's Signature 11328,s ph- q4 fN sr. ikdti4ti skis Property Address ermit Number SUBJECT TO COMPLIANCE WITH ALL FEDE' °AL STATE AND COUNTY RULES AND REGULA T !nN - NoncE or oasgalwasfairr State *Merida /00 Coutstyclikeesevi 04/0 ' The undersigned heaebygiess coke dielirenovesseenield hemadele certairtmeipropben endinatteedascsiabaceges-7/4.Aeridalfactsces, She Eseeedastatielsesasespesdesekekutiriaszsmacianut • . sadmiltalfaassakftsalligteSet-U-- Dank DWG__ SabdiviskaniVersteeksitse • Ai .14d ..143./.1171 Lewd, gases 3. Chavere, ecvZptmncf CI kuvrovesseat 2. Prapettr Ovenerilants: Plialikepaddiam and iniesestis preperty: riamegstelfzeddkeeesei tee saispla bolderif *Over dub omen • a. V Surely Bona. talene: and address atUrelr 6-s) *imemb,andaniona.tiotalosik tv% 1141111. ' um= e/Y 4 I 3E11 11111 11111 11111111113111 IIIII IIII III CFN 2007R050872 OR Bk 25634 F's 3340; (lps) RECORDED 05/21/2007 1056Y,10 HARVEY RUVIN, CLERK OF COURT MIMI—DADE COUNTY f FLORIDA LAST PAGE 4 Contubborsabbe *dares= Pinineldnanha= I: k ft • Addeo= Phone Number: Roca emaxsef.itamnamtylwask 7. Peones within Cleanable eif Robklateeeees ervel:•Mabbee)ifeetwrimr. ==l=.ealserezmapan whom noncee *tether deeessessegassay be =Abilee iry Seed= M. nenvec Addles= Mane tieseberz & addition *I itimeM Omer provided bySecliabM13(iNdr= Nan= Adckess: Phan* Number: ib~ass date of Ode 01110111-41 Rastkilessas,semoilbobrAgteteass ftracsistf cenatalfq OE, =OA= 41 CO M the Moore Nance as ineciesevItpinflteadiSzezcupandviscOOnentalfeis specified) r7q, VV\ tem Hanny.ftnatunc Panned en= I.RY • stigmas= Pckeed =nu= ificvst Mzej • h3c 86fAti r Er.re f MY COMMISSION # OD 383857 EXPIRES: February 22,2009 Bonded Tarn Budget Notary Services Relent unaided docateentexa Adder= ealeenddevale. celesneeku crepe= al 2 2 (c ct asisceraimedebereaussisevefeweilue eras recasegame • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • ••• ••• • • ••• • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Code edition 21104 • • High - Velocity Hurricane Zone Uniform Permit Application Form. •• • • • •• ••• •• • • Section A (General tdp ntayon . • • • • • ••• •• Master Permit No. , ,�,� Process No. Contractor's Name �� + Q'4 4 f't N C . + ' 9-1 Job Address 5 IU civil sr. MIR/ 5 #a26S I% ml Y ROOF CATEGORY ❑ Low Slope 0 Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles O Prescriptive BUR -RAS 150 ROOF TYPE O New Roof Zeroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair 0 Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) d0 Section B (ROOT iPlan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. (2 207 N, ,56-(20 I. rm■m■011 1 .. •. ... • ••• • _....• • • ,• . •. •. 111901191ittlidi. :•.' •••••.. - ••. •. • • ••• .. S. • • • • • • • • • • • • • .•• • • • ••• • •: 4D*IB� AND DTAUCTI • • • • • • • • • ••• Florida BuildickdOila amp 2o9/ .• ForMoamt6aed die sysemmboweelther> on.Cougurejhbtakti mat to :heMr ,for each maof the ANC masahedtea ��r � s�eOmi �t:6eb►rva�eaae veteran or Method 1 "Maven BasedilibracohdoestPer RV43'27•• • • •' Mg Ali x31 •a6-1 �, , .,, oq -Ma1(. 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W:. _x case ■ FQ -_.._ Product Amami F' MM I��DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •• •• • • • • • • • • • • • • • • • • • • • • • Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa Concrete Roof Tile ••• • • • • • • • • •.. • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • ••• .•. ••• • • •.• • • • • • • • . • iVIIAME-DiA.D4 COUNTY, FLORIDA • • • • • • • •METRO•bAD]C FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • (3053 835 -2404 FAX (305) 375 -2908 • ••• • • • • • -� . • • . • •• • • • • : ••• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category:, Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete • • • • • • • ••• • • • • ••• • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • ••• • ••• ••• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • ••• ••• I. • • • •• ••• •• • • • • • • • • • 1. SCOPE This renews a system using Mother Lifetile Mediterranean Roll Concrete Roof Tile, as manufactured by Mother Lifetile LLC in Katy, TX. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Test Specifications Monier Lifetile LLC 1= 161/2" TAS 112 Villa w = 13" 1/l" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency, Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. co TAS 112 Test Identifier 13343.1 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94-084 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Date 06 /15/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 2 of 7 Test A2enc_y The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations • • .• •• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • ••• • • • • •• • • : :TeRt.Name/Retfort' ; ; •• • •• • • • • • • • • • Static Uplift Testing • TAS 102 (4" He 'dp((,NCIls, D44 reet Aeg�, N ' . afittr •ct n3 : ' • • •S4at;c l;Tpt t'Te�tiOg: • • . • • TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System • • Date Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 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'atatiC �e1 l :jpl2ft,tegt shalj be performed in accordance with RAS 106. • • • • • • • • • OOOOOO • 3.3 Applicant shall retain the services of a Miami -151de County' Certified' Lab8ratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Villa Tile 10.4 1.375 1.08 Table 2: Aerodynamic Multipliers - X ft3) Tile X ({t3) X (ft) Profile Batten Application Direct Deck Application Monier Lifetile Villa Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft-WO Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Villa Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 4 of 7 • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • ••• • • •- • •• • • • • • •• • • • • • • • Table 4: Attachment Resistance Expressed as Al )n nt - if tft.lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck • • • (min 15/32 "••. plywood) ..' • Direct DeCIS • • •: jrrini 1b/32" '. : °P11790?). ••. Battens Monier Lifetile Villa Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4° the headlap and fastemers are located a min. of 21/? from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa Tile Adhesive2 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Pol oam Product Inc. Avera a wei Average weight per patty 11.4 grams. ht per 8 rams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa Tile Polyfoam PolyProrM 86.614 Polyfoam PolyProTM 45.55 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 5 of 7 • • ••• • • • ••• •• ••. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • ••• • • • • •• • • • • • •• • • • Table 5B: Attachment Resistance Expfes'sddIts a•Mbm nt - MM (ftibf) for Mortar Set Systems Tile Tile ... • • • • • lac :•ment Profile Application ". :•: ; : :: :Resistance Monier Lifetile Villa Tile Mortar Set' : •• : : • • " I " I 20.60 • • • ••• •• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LIFETILE LLC, VILLA TILE (KATY, TX) LOCATED UNDERNEATH TILE 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.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 6 of 7 • • ... • • • ... .. .. • • • .. .. • • . • • • . • • • • •• • • . • • • • • • • •• • • • • • • ... • • • • ... • ..• ... • • • • • .. • • . • • • • • • • • • • • • • • • PROFILE DRAWING .. • • • • • • • • • • • . • • • • •. • • • .. ... .. • • • • . . • • MONIER LIFETILE VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 7 of 7 MIA �DADE BUILDING C PRODUCT C INIEMEEV'rel la JUN 2 0 21411 B 14Z149 • • •• •• • • • •• •- ••• • • •• • •• • • • • • •• ••• • • • • • ••• •• •• • • • • • • • • • • • • • • ••• • MIAMI -DADE EOUNTIs, FL A Y:__ • • M!TR® -DAI E FP AGLE? WIj.PING (BCCO) NOTICE OF ACCE1TANCE (NOA) Polygiass USA Inc. 150 Lyon Drive Fernley, NV 89408 14;rES.4,PLAG $7;$EET,'SIII1:E 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • •• • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, IR/IRX, TU, 1112jug and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This ' '� 1+ hTo. 04-0810.03: .insists c pages 1 through 5. The ubmitted docuidetnalariewas d b J. e L.1Acebo. BY r 4 SUBJECT TO COMPLIAN ' !WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NOA No 06- 0424.03 Expiration Date: 09 /13/11 Approval Date: 09/14/06 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS • , APP Self - Adhering Modified Biunp• • • • ••• • • • . • • • •• • • • • • ••• •• • • •• • • • • • • • • • • • • •• •• •• •• • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• •• • • • •• • • • • • • •• • • ••• • • ••• •• • • • • • • • • • • • • • • • ••• ••• • • PRODUCTS DESCRIPTION: Product Dimensions Polystick P underlayment Polystick 1R/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment Polystick MU underlayment Roll: 75' x3' 40 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01-1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 • • •. •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• .. • • • • • • • • • • • • • • ••• • •. • • ••• ... • • • .. • • • • . • • • • • Test Nam�e/> eport , • a e ; • • TAS 103 ASTM D.197.0. TAS•1,03 • ASTM D•497 • ASTM D 4977 ASTM D 2523 • 04/27/01 •• Q$04 /Q1 Q$ /29IQ5 • • • • • • metal 2 01/31/02 07/14/03 INSTALLATION: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. 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 Polystick shall be applied over the underlayment. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 3 of 5 LEVIITATTIONS: 1. Fire classification is not part of this acceptance. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • e • • • • • ••• • • • • ••• • •• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •• • • • •• ••• •• • 2. Polystick P and IR/IRX may be used in asphaltic shingles, wood s sal sand ii�ig�es; non- •; structural metal roofing, and quary slate roof assemblies. Polystick P shall rlbt bb dsetl es i`b•of tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Flat Tile Profiled Tile Polystick IR/IRX 5:12 Polystick MU No limitation Prohibited 5:12 Polystick TU, TU Plus No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of 5 LINIITATTIONS: (CONTINUED) • • ••• • • • SOS •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • oleo •• • • • ••• • • • • • • • • • • • • re • • • • • • • • 41 e 9. Care should be taken during the loading • • • • e • • • • • • $ g procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tileololdifig dgf it fJoadipg procedure. • • • • • • • • • • ••• • • • ol •• • 6 • • • • •• • • • • • ••• •• Roofing Tiles (6 Max. Per Stack) 12 10. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF THIS ACCEPTANCE NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 5 of 5