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WS-06-2397Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178917 Permit Number: WS -9 -06 -2397 Scheduled Inspection Date: October 23, 2012 Inspector: Bruhn, Norman Permit Type: Windows /Shutters Inspection Type: Final Owner: Work Classification: Window /Door Replacement Job Address: 166 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: SKYLINE IMPACT SOLUTIONS LLC Phone Number Parcel Number 1131010260040 Phone: (786)295 -2643 Building Department Comments REPLACING DAMAGED WINDOWS FROM HURRICANE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 172824. CREATED AS REINSPECTION FOR INSP- 27615. Work not ready for inspection. Shutters must be installed first. NB A licensed contractor is required. NB October 23, 2012 For Inspections please call: (305)762 -4949 Page 12 of 18 dry,. B I�¢ �I�ING PERMIT APPLICATION cforriar) (=QS . Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 1 Go N VV G B S4- . t Q� City: Miami Shores County: Folio/Parcel #: 10- 31 - 010 0040. Is the Building Historically Designated: Yes Permit No. Master Permit No. ROOFING S -'o cS Miami Dade Zip: 331 S O. Flood Zone: OWNER: Name (Fee Simple Titleholder): 43 ¢ L 2 'e--G �-� Oa 1 Ca 1 �honne# 3 c-s- �-1 �=i- t--)V-N/ i Address: 3�'f� C7 City:> State: L Zip: 3ra 1'D —1 Tenant/Lessee Name: 1' r� Phone#: Email: Y)a ✓ t Ccl U frm G 01 A A. � CONTRACTOR: Company Name: y 1 I ne SD 1 u horie#: '?'S (6,-4- Address: 5C1 3 3 )",00 . City: t G.tem O B C.h State: C Zip: 1 Qualifier Name: L t f ( ' fir, Phone #: `1 la6 - State Certification or Registration #: Certificate of Competency #: Contact Phone#: 4S1-.Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Cti, S 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew 0111 air/Replace Demolition Description of Work: C- ieTh an 1-e W1 nc1 n %,. , d Li -r• . LAC- li d c1,--,---G1_9e... o Color thru tile: ***************************************F s******************************************** Submittal Fee $ Permit Fee $ 2s CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1(0 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 approved and %�;�,. � ection fee will be charged. Signature Owner .r ent Signature Contractor The foregoi g instrument was ac owledged before me this The foregoing instrument was acknowledged before me this —1' I day of �&r , 20 19-,by (Y\ e C� ['�,e c �C.°% , 201 , by A✓i t J �i c - �., -�,� who is ,per oval kno o me or who has produced who is `ovally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print _Cv--) te"—) My Commission Expires: tF, ..014N1 A BLA r, :_ My r.UMMIS • .� :'0573 •` Q`- EXPIRES October 01, 2014 FlonoE, C o°arySeMCe.00m (407)39E4153 Sign: Frlw' 191111-41 Print: My Commissio MY COMMISSION # EE000573 FXFIRES October 01, 2014 (407) 399 -7 i v: FkmdallotaryService _com ********************* *******_ ************************************************* ************ ****** #**+k******** /C & ,L Plans Examiner APPROVED BY Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR I ARCHITECT Permit N. VVS OCe:)-: q "7 a t cG owner's Name (Fee Simple Title Holder): P and a c—s - 1 cI 3 Owner's Address: 2 tC:)■C) N- V. City: (°mr- ©+•Th State : %c._ Zip Code: Job Address (Of where work is being done): I co(p, 9 City: Miami Shores State: Florida Zip Code: --6 Si l Contractor's Company Name: S y 11 � hl one #: Address: im 9 _ 3 -- A,.-�� --, .-,01 City: ac_ State: L Zip Code: 3 3 ►�- Qualifier's Name : � ; 1` Lic. Number: C-1 C 15 vg 15O Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: CArIc�c vv a v., d u -c_ 1 Cc��, ok 1 hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami S ores harmless for all legal involvement. Signature 0 Signature ntractor or Architect The foregoing instru ent was aknowledged before me The foregoing instrument was aknowledged before me this9 ay of (� --,20 (,by (Y I &D da`y of 0 C.4- , 201;2by Cmir 1Y1t -) Who iscr. to me or who has produced who is ersonally kn to me or who has produced as indentification. as indentification. Nota Sign: Seal: 4 tVea' RONNI A ,LANteal: "2 *:. MY COMMISSION # EE000573 • Na EX?)RES October 01, 2014 oPPl-s• . (007)398-0153 FlonCallotaryService.com RONNI A BLANK * MY POMMISSION # EE000573 EXPIRES October 01, 2014 vlon motaryservice.00rn DUFFY R ALTY www.dufyreaajty com PATRICK L. DUFFY BROKER 9718 N.E. 2ND AVENUE / MIAMI SHORES, FL 33138 OFFICE: 305.758.5600 / FAX: 305.758.6276 / DIRECT: 305.904.4803 patduffy @usa.net tliami Shores Village Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. ' 0(e —c)-13q-q-- Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): L / S i- L-n/1 A1/r Phone#: 9.51t-77 2 5-0S-5— Address: / e3 9 of A/ (4) 1 S7 . /2c p'r . tom/ , 4t2D2 City: State: Zip: Tenant/Lessee Name: !V /4 Phone #: Email: JOB ADDRESS: City: !66 N q s S7 Miami Shores County: Miami Dade Zip: 73 /S.-0C) Folio/Parcel #: I1 -3 /"c0/ a CO2 6 —00 `F r Is the Building Historically Designated: Yes (NO j Flood Zone: i44 CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: i Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Addition °Alteration New ORepair/Replace °Demolition Description of Work: v1/41 I N S I E12.z. 1 N S. -r -1 EJ) t t—ri4 O r PAIC O 6- 2-3' 7 1,N av® - 1- re-a— Fe-aGaT --717C r-€ DE-.9.6 er, -mfr s / e-ov da--o D u en► - R 1 A--c- / f•I e rf Cr P--6- -rite t3,--.) pep-Mt *************** **x:***************+x*+ *** Fees******** *******x:+ x**** +x**+x***** * *********** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • . . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Nth 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, BO1T F.RS, HEATERS, TANKS and AIR CONDTTIONERS, 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." otice 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 r hose 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 b approv <: r nd a reinspection fee will be charged. ir r Signature or Agent Signature Contractor The foregoing instrument was acknowledged before me this / The foregoing instrument was acknowledged before me this day of trait- , 20 it, by L/ S CAN 74-14( , who is personally known to me or who has produced ('7 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. day of , 20 _, by NOTARY PUBLIC: �.�``��1��13tt��z�i NOTARY PUBLIC: • o Sign: 6O� ••••• Sign: Print: ti�ti� `n .•:". Print: os�' g8� ��` My Commission Expires: 5. 4//,�ttHrr 6 ,a 'S\\\�\�' ***** ** *+ x+ a********* ***x: **** **: x*+ x********,* *+ x***+ x** **a:**** *********** ********** ***+ x** ** * ***+x********** ******** My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) IN THE CIRCUIT COURT OF THE 11TH JUDICIAL CIRCUIT IN AND FOR MIAMI -DADE COUNTY, FLORIDA IN RE: ESTATE OF PROBATE DIVISION JEANNITE CANTAVE, FILE NO. DIVISION Deceased. 12- 118040 5 EMERGENCY ORDER AUTHORIZING SALE OF PROPERTY THIS MATTER came on for hearing upon the Petition of USA CANTAVE, daughter of decedent, for an emergency order authorizing the sale of the property of the estate, and the Court having heard argument of counsel and otherwise being fully advised in the premises, it is hereby, ORDERED AND ADJUDGED, That the following asset of the Estate, a parcel of real property legally described as: One -Half (%) interest in and to: Lot 4, Block 2, BONMAR PARK, according to the Plat thereof, as recorded in Plat Book 42, Page 59, of the Public Records of Miami -Dade County, Florida commonly known as 166 NW 98 Street, Miami, FL 33150, and bearing Tax Folio No. 11 -3101- 026 -0040 be sold at the price of $135,000.00, All Cash, with Seller paying a six (6 %) percent Real Estate Commission, and that the proceeds from the sale shall be deposited into the Estate's restricted depository account, and shall not be withdrawn without further order of this Court. DONE AND ORDERED in Chambers, at Miami -Dade County, Florida, this Conformed Copy APR 0 3 2012 CIRCUIT C(pT+TWIIJEberg Circuit Court Judge day of , 2012. Copies furnished to: Christopher P. Kelley, Esquire IN THE HIES `t URN �; EA! EAL ESTATE IS SOLD, THE NET PROCEEDS OF SALE f SHALL BE DEPOSITED IN A COURT • i ORDERED DEPOSITORY PER r,S.69.031 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -9 -06 -2397 Invoice Number: WS -9 -06 -26225 Applicant: GAETJENS CANTAVE Company Name: Owner Address: 166 NW 98 ST MIAMI SHORES, FL 33150• Job Address: 166 98 Street NW Miami Shores Village, FL Date Payment Type Check Number Amount Tuesday, October 3, 2006 10/03/2006 Cash $311.90 Change $0.00 Total Payment: $311.90 Page 1 of 1 Issue Date: 9/26/2006 Owner's Name: GAETJENS CANTAVE Permit Type: Windows /Shutters Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/25/2007 Work Classification: Window /Door Replacement Job Address: 166 98 Street NW Miami Shores Village, FL Contractor(s) HOME OWNER Phone Primary Contractor Yes Additional Information Type of Work: Additional Info: No of Openings: 18 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $280.00 Scanning Fee $15.00 Technology Fee $9.50 Total: $311.90 Building Department File Copy t_efet, Yf-Z.e>L Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -9 -06 -2397 Phone: 1131010260040 Lot: PB: Total Square Feet: Total Valuation: $ 3,000.00 Re • uired Ins ' ections Window Door Attachment Shutter Attachment Final Shutters Final 0 Invoice Number WS -9 -06 -26225 Total: Amt Due $311.90 OCT 0 3 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. lam Shores Village lidding Department 0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 agMEUE at SEP 2 1 2006 BUILDING MblkG Permit No. DS---05-6? PERMIT APPLICATION 1,)( ,i Master Permit No. FBC 2004 ' Nt---/ aWk.AW ) Permit Type (circle): Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder ) leartrfilt. afl-ave. Phone # ( 3 ca 76 i -5ci 2 / Owner's Address i a NW tql 5+ City It ciyni State ri- Zip 33150 Tenant/Lessee Name Phone # Job Address (where the work is being done) /64:3 irks `L'i" City ; Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami-Dade Zip NO Contractor's Company Name 0(1)1■1612. Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Narne (if applicable) Phone # Value of Work For this Permit $ Type of Work: DAddition Describe Work: Square / Linear Footage Of Work: DAlteration DNew Aliaild liRepair/Repla D Demolition tr,,s *********************** **************Fms******************************************** Submittal Fee $ Permit Fee $ .080 `""""- '-' CCF $ 0 CO/CC Notary $ Training/Education Fee $ 060 Technology Fee $ ' DO Scanning $ 10 Radon $ DPBR $ Bond $ Structural Review. $ Total Fee Now Due $ -6 it - CIO See Reversqs* 4 OW CASY- Code Enforcement $ Double Fee $ Zoning $ 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 certffied 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 fore oin instrument was acknowledged before me this � ^ °ftl�" day of , 20 . , by 1 ire tJe kit v1 day of , 20 . , by who is rsonally known to me or who has produced who is personally known to me or who has produced CS 4R-7 S g 31LVidentification and who did take as identification and who did take an oath. NOTARY PUB , C: s sot�a�e�� 4 NOTARY PUBLIC: M �1`A g10 v K My, J pMM 04�Pe�' Sign: Eyp�P NaaN �...- .• �" ter'' Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this APPLICATION APPROVED BY: (Revised 02/08/06) Examiner Engineer Zoning NAME: ADDRESS: VILLAGE OF .MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT • DATE: Do hereby petition. the Village of Miami. Shores.to act.as my own contractor pursuant to the laws offthe State of Florida, F.S 4$9.1;03(7). And Ihave read and understood the following disclosure statement, which entitles rrie to work as my own contractor; I further understand that t as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed'contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two -family residence. You may also build or improve a corrirriercial building at a cost of $25,000.00 or less. The building must be for.yotir own.use and.occupattcy. It may :not be built for sale or lease,.Ifyou sell dr lease a building you have built yourself within one year after the.construction is cotnptete, the taw will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work under:your supervision and must be employed by you, Which means.thatyou must deduct F.I.C.A and with holdings tax and • provide workers' compensation for that em'ployee,,altas prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and-initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial SO 3: .1 have an understanding of the 2004 FBC & FRC and underrstand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial SO 4. 1' understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial S6 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors. and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate "a,ny contract disputes.. Initial 3 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not .posses a business license I will be responsible and liable for any wrong doing from this unlicensed Company-or person. , Initial 7. T�understand that-if any.person.gets injured on my construction project —they are entitled to Wdrki n's compensation. And if they do not posses a workmen's policy I could be head liable for all doctor and related cost which could include loss of wages during recovery from injury.' Initial 8: I. understand that under state and focal laws I can not do .arty Electrical, Plumbing, Heating, Air & Roof work on my• property with out first .obtaining the proper permits by licensed contractors. Was acknowledged before me this day of Initial 50 e c7 ,2016 By kgtVilfta �Qu(f,Yf1�fY" CUtt U�G wha was personally known to me or who has Produced there License or f C' 112151 154'36 as identification. • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••■ • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • •• ••• •• • • • • • • • • • • •• • •• • • • • • • _+(( (,,q,j1a e 16e, /1/45 ,L4. 48 5 e raot:i g' "< `5315© w m • ,� �_ __-) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• Miami Shores Building Departmeti' :': • •': •; • :' : :.• • Product Approval Schedule / Comparison Crt.` A:ddrss: '.' '•' Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutt .. Required Mullion Re. uired Impact s or Door or u ion Number Design Pressure_ ( +) PSF (()! SF :: • P respere - (+i POF :( -).PS • • Size • • / No A III• • min WINILISWI,- C, MI i' -- (�Q. u �fZE /`; WY- 4 el illINIEZWIN, VIII � G o F t o r ,x PWFIIVAIPMIIIII 0i.0 O tr,/ 25 .® °. cc -e,I25 .d Z Ape CZ. '- 0(2 ✓.eZ 4- - 4 -,0 r /1�C i■ '`1 Z {®/Z6 >0 Z 1 - rat (-L./ CZ. 0 r Z 2.0 +WO - /(oc o • OZ- m- �.. ZS .6 Z •/ 04.e, ors _ f� -Ivo i q s U, pff I`� OV 1---y Cr, G1 c • SF�r�;s � f 1 Ej Date : 08/2 "• Quote. # : 293 Sunshine Windows Manufacturing, Inc 1745 West 33 Place , Tel :(305)364-9952 S 851 ; PieiC UP Customer Information Lot Block : PO : SEVERE RPMS k 1260 NE 157T STREET NORTH MIAMI BEACH , FL Phone : (954)292-0275 kr: I � (` ' City Legal Owner of Prop : SEVERE RPMS Mailing Addrees : 1260 NE 157TH STREET i , State , Zip Code : NORTH MIAMI BEACH , FL Job Name : SEVERE RPMS Street Address : 1260 NE 157TH STREET , State , Zip Code : NORTH MIAMI BEACH , FL Terms : PREPAID Ship to Salesinan : MICHAEL MERINO 1 , 1 Total Qty Item Description Fr !Glass Type Colonial , Eg, Type I Price : Materials Install Charge 2 HR -34 HOR. ROLLER 53 1/8" X 50 5/8" WH 3/16 CLEAR STD :11 :OX 223.30 : 446.60 1 HR-44 HOR. ROLLER 74" X 50 5/8" WH 13/16 CLEAR STD Y :OX 277.20! 277.20 1 HR -23 HOR. ROLLER 37" X 38 3/8" • WH ; 3/16 CLEAR STD , OX ; 148.50: 148.50 • 1 HR-45 MOR�RN?LLER /4" 143" ' WH :3/16 CLEAR STD • OX 321.20 321.20 • • • 56'13R-24 HOQ•IiIOLLER �3i ?X 56 5/8" ; WH ; 3/16 CLEAR ; STD ; OX 169.40: 508.20 • • t •'8H -13 - SHI3L•E HUNCt1.1 /8;X 38 3/8" WH .3/16 Temp OBSCURE STD • p 115.50 115.50 • • • 1 • • • • , • • ••••• •• • •••• • • • • • I • • • •• •••• i D •••• • • • • I s • •• • • •• I KI • • • • , •••••• •••• • • • • •••• i I I 1 , ■ • t I � I 1 I I I I t I 4 i I t I I I , THERE ARE NO CANCELLATIONS, CHANGES OR RETURNS AFTER A CONTRACT IS SIGNED: THIS QUOTE IS VALID FOR 30 DAYS Total Materials s 1,817.20 Install Chaarge rge 0.00 atenals a mvoi . I pon s pment ..m this companies warehouse of ames an.ror Mass. Delivery an. or instal ahon o screens may be wt 1, e . .r a convenience o the customer, but this shal in no way affect date of invoice or amount due. if the amount herein is not paid when due, it shall bear interest at the highest legal rate. All costs of cancellation shall be paid for by customer including reasonable attorney's fees. Title to materials delivered and/or installed pursuant to this order shall•remain in the name of SUNHINE WINDOWS MANUFACTURING, INC. until same is paid in full, and the purchaser waives all right to homestead and other exemption under applicable state law. SUNSHINE WINDOWS MANUFACTURING, INC. shall not be responsible for delay in delyvery from strikees, labor difficulties, unavailability of materials, fire or other casualty, or any cost whatsoever beyond its control. Prices subject to change without notice. Acceptance of contract subject to approval bt cre- eredit department. Contract price does not include any window and/or installation permit fees unless stated hereim. — EXTERIOR AND /OR INTERIOR PERIMETER CAULKING BY OTHERS — ate ' eive I By Type of Payment Amount 0.00 7 r au., 1 e1 �' ,• ,. lb , 4 A I Date Total List : $ 1,817.20 Disc. (20 %) : $ 363.44 Total Net : $ 1,453.76 r ^ `ira�f� Sales Tax : $ 101.76 Pick / Deliv : $ 0.00 Installation : $ 0.00 Shop Drawing & Eng : $ 0.00 Saje 'fin ■ Accepted By Office _ the Seller +I Ac -. -d : ' r•, as. by ( RINT NAME) , ,v. � LL_\A 1,A , .. • 1^ a. 000 TOTAL CONTRACT : $ 1.555.521 s • • • • SEP 2 1. 2006 BY. m - _________e__e Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fac(305)828 -5118 HORIW '�I. SLIDING WINDOW 4-3/16"-ANNEALED GLASS) • �1�10A: 02- D125.02 • • • • • • • • .. • .... • .. • • .. • .... • .... . • .. • .. • • .... . • EXP. 02 -28 -2007 r MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY! FLORIDA METRO -DADE FLAGLER.BUII DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA33I30-1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place .Hialeah, Fl 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product • (BCPROroic asedinitliami Dade Countyad oar_ areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the exgeense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or • mat 4ij, within •their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by • • • BC(QJat this ¢r tIucj or material fails to meet the requirements of the applicable building code. • This roduct is timid as described herein, and has been designed to comply with the South Florida Budding • Code, 19i4 Editigp,fq .Miami -Dade County or Florida Building Code. DOEOPTIOkt des "1650" Horizontal Sliding Window APPIOtAL iX UMENT: Drawing No. HS99 -02, titled "Series 1650 Aluminum Horizontal Sliding Window • • • • (XO) ?/1g" and yagicaled Glass ", sheet 1 through 3, prepared, signed and sealed by Francisco Hernandez, • P.E.. dated 3/4199, itigaidng the Miami-Dade County Product Control Renewal stamp with the Notice of • • Ackeptitae number and expiration date by the Miami-Dade County Product Control Division. • MjSSft IMPACT kATING: None LAMING: 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 them 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 # 99-0202.11and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. O NOA No 02 -0125.02 Expiration late: February 28, 2007 Approval Date: March 7, 2002 Page 1 I 1 MIAMI -DADE IMPACT RESISTANT SHUTTERS REQUIRED I • • • • • •.•• • • • • • • • WINDOW HEIGHT 21 1/2" MAX. TYPICAL ELEVATION (XO) PRODUCT RENEWED ACCEPTANCE No. 12-of L S' 0 Z FG6►w7 I& 1067 PRODUCT CONTRO BUILDING CODE COMPUANCE OFFICE FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APF „C+;D AS • COMPLYING PATH THE SO CI FLORIDA BUILDING CODE BY PRODUCT CONTROL DIYVS :ON BUILDING CODE COMPUANCL utn4.c ACCEPTANCE NO.1 C1 - Oln7 . u 0111321: .- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. BASED ON FTL -1084 DATED 12 -2'2= 4 TEST SIZE= 74" X 63' (XO) TEST LOADS= EDCTERIOR PRESSURE +104.0 PSF INTERIOR PRESSURE -104.0 PSF DESIGN LOADS= EXTERIOR PRESSURE +88.20 PSF INTERIOR PRESSURE -69:33 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= 3/16" ANNEALED 20 -cycl FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Monufactu ng, Inc. 1745 W. 33rd Plaae Hialeah, Florida 33012 Ph: (305)384 -9952 Fax• 305 28 -5118 . - ao 0 r- 0 EgatiEW lomag. let'Th-1/11 c�� COMPARATIVE ANALYSIS CHART SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (%O) D ; GN LOAD CAPACITY-PSF WINDOW DIMENSION ANCHORS 3/16" ANNEALED GLASS 1/4" ANNEALED GLASS 13/4" SILL 2112" SILL 13/4" SILL 21/2" SILL HEAD & SILL PER E . INT. EXT. INT. EXT. INT. EXT. INT. WIDTH HEIGHT 281/2' 37' 531/8' 74' 26' . 3 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 145.4 70.0 145.4 55.3 160.0 70.0 160.0 281/2' 37' 53 1/8. • . 7.:. e 3 6 3 3 55.3 160.0 70.0 - 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 132.2 70.0 132.2 55.3 160.0 70.0 160.0 5 55.3 91.9 70.0 91.9 55.3 126.5 70.0 126.5 • •.. 53' 418' 74' '....0 50 51: • 4 55.3 146.5 70.0 146.5 55.3 160.0 70.0 160.0 c .. a 55.3 96.9 70.0 96.9 55.3 119.1 70.0 119.1 • • 6 55.3 67.4 67.4 67.4 55.3 90.5 70.0 90.5 • . T;' 53.1/en • 14%• ..b... • 63' ""4 •• ,.3 5 55.3 115.4 70.0 115.4 55.3 129.3 70.0 129.3 ••5 55.3 76.3 70.0 76.3 55.3 92.5 70.0 92.5 53.1 53.1 53.1 53.1 55.3 69.3 68.2 69.3 MODULAR Saes i'.. Asir • of 60' 72" • .' 24" 2 2 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 24' 36' 48• 60• 72' 38' 2 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 159.4 70.0 159.4 55.3 160.0 70.0 160.0 4 55.3 124.3 70.0 124.3 55.3 141.4 70.0 141.4 5 55.3 101.9 70.0 101.9 55.3 137.1 70.0 137.1 38" or 60' 72' 48• 3 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 115.2 70.0 115.2 55.3 138.5 70.0 138.5 4 55.3 89.8 70.0 89.8 55.3 114.5 70.0 114.5 5 55.3 73.6 70.0 73.6 55.3 98.9 70.0 98.9 36' 48" 60' 72' so" 3 5 55.3 125.6 70.0 125.6 55.3 140.0 70.0 140.0 4 55.3 90.2 70.0 90.2 55.3 107.2 70.0 107.2 4 55.3 70.3 70.0 70.3 55.3 87.9 70.0 87.9 5 55.3 57.6 57.6 57.6 55.3 75.2 70.0 75.2 WINDOW HEIGHT 21 1/2" MAX. TYPICAL ELEVATION (XO) PRODUCT RENEWED ACCEPTANCE No. 12-of L S' 0 Z FG6►w7 I& 1067 PRODUCT CONTRO BUILDING CODE COMPUANCE OFFICE FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APF „C+;D AS • COMPLYING PATH THE SO CI FLORIDA BUILDING CODE BY PRODUCT CONTROL DIYVS :ON BUILDING CODE COMPUANCL utn4.c ACCEPTANCE NO.1 C1 - Oln7 . u 0111321: .- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. BASED ON FTL -1084 DATED 12 -2'2= 4 TEST SIZE= 74" X 63' (XO) TEST LOADS= EDCTERIOR PRESSURE +104.0 PSF INTERIOR PRESSURE -104.0 PSF DESIGN LOADS= EXTERIOR PRESSURE +88.20 PSF INTERIOR PRESSURE -69:33 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= 3/16" ANNEALED 20 -cycl FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Monufactu ng, Inc. 1745 W. 33rd Plaae Hialeah, Florida 33012 Ph: (305)384 -9952 Fax• 305 28 -5118 . - ao 0 r- 0 EgatiEW lomag. let'Th-1/11 c�� 3/18" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) . .s ° • 3/16" SMS 1 1/2" MIN. PENETRATION INTO W000. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) PRODUCT RENEWED WINDOW HEIGHT • • • • • ••. • ••.• • • • •• • • • • •• 0041 • - . • • • • •• • • •••• • • (27 "VIEEP .• txxiEs • nn • .* • \ a x •q ATTACHMENT TO MASONRY VERTICAL SECTION GLAZING METHOD: USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. • �": • ,..% z, 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT • • .• :.•• INTO MASONRY. ° (FOR NUMBER OF ANCHORS AND MAX. • �• SPACING REFER TO SHEET 1.) ACCEPTANCE Nn. 0_ X611 S • O L EXJ'IRATION DATE F6 BY r U0? PRODUCT CONTROL DIVLSI0N BUILDING CODE COMPLIANCE OFFICE APPn"GYED AS COMPLYING WM THE SOUTH FLORIDA BUILDING CODE DAT€ (?9.11- BY PRODUC'L.CiJtiTROL DPAS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CiCi -01-at- 11 VERTICAL SECTION WITH SILL RISER 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET C WINDOW HEIGHT 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (OR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. 1/4•" MAX. SHIM SPACE 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH "4 .t • r r• HORIZONTAL SECTION HORIZONTAL SLIDING WINDOW SECTIONS ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) . 'MIFF; 3g�9 FRANCISCO HERNANDEZ FLORIDA PE # 51393 0 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9852 Fax:(305)628-51 1 a acc ?Jo. fie B C N MI CV ILUTW Fong s 110 2-1N "Mail IM2111 Dro.n Br J N Date: 3 -4 -99 scow: 1 /2"=1" Revision: Revision:T DRAWING NO. HS99 -02 SHEET 2 OF 3. • • .00• • • M 0000 • • • . • • • • • • • E.-- 0.394 REQD. 0.812 b H 1.825 --+I N co O N SW -019 1 1.875 8083 -T5 2 ,) 0.050 2.125 1.750 L SWxxx21 1 INSERT TRACK 4 1 I , i MOVING 0.812 (-- MEETING RAIL SW -017 6063 -T5 6063-T5 1.312 SAY -012 2 0.395 -_ —F- 0. +50 8063 -T5 MEETING RAIL -40111 6063 -T5 FIXED SW JAMB TO SW-014 6063 FIXED PANEL -T5 GLAZING STOP SW -018 6063 -T5 • •• • • • •••• • . •• • • • SW1520 AS RQD GLAZING TAPE 1.00 8 0000 • •••• . 1.26a • t. • • • • • • •. • • •f 1.437 I I 9 SW -017 0.592 1. 6063 -T5 0.050 SW40111 . FIXED MEETING RAIL • • •. • 0.88/ • • • • • • • • •FRAME • .. • • • •••• • • • SW -AS Ho 2.077 ---+I .W.1a' TO MOVING .+6W -013 • 563 —T5 5 PANEL SUDER -+1 0.810 TOP SW 6063 I--- AND BOTTOM RAIL -012 —T5 INSERT TRACK SW -xxx21 8083 —T5 JAMB TO MOVING PANEL 6083 -T5 13 SW-C18 2.750 MOVING :IDE RAIL I 1.8750 SW3257 AS RQD 0.078 VINYL 3.062 SW -667 AS RQD LATCH ZINC 1.750 SW -S10 2 /SILL RETICULATED FILTER RAIL 1.5090 SW40771 1 -0I MOVING 1.0000 SIDE SW -016 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL SILL 2.00 FRAME HEAD AND SW -019 6063 -T5 SILL RISER SW -40771 6063 -T5 MATERIAL LIST ITEM 9 PART 9 REQD. SPOT MATERIAL 1 SW -019 1 FRAME HEAD 8083 -T5 2 SW -019 1 FRAME SILL 6083 -T5 3 SWxxx21 1 INSERT TRACK 8063 -T5 4 SW -018 AS RQD GLAZING BEAD 6063-T5 5 SAY -012 2 SUDER TOP /BOTTOM RAIL 8063 -T5 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6083 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS # 8X1" SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6083 -T5 13 SW-C18 1 MOVING :IDE RAIL 8083 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 8063-75 18 SW -014 1 JAMB TO FIXED PANEL 6063 -T5 A-PROV_J AS COMPLYING WITH THE SCUM FLORIDA BUILDING CODE D.:Tr a eY PRCDU $ ' iTROI DIY:S.ON BUILDING CCCE COMPLIANCE OFFICE ACCEPTANCE NO C Ck -c tc L. l t PRODUCT RENEWED ACCEPTANCE ilia 0 Z' Of Z f. OZ EXPIRATION DATE F 4 zoo7 BY ucr coN'IRo BUILDING CODE COMP OFFICF. 4*vIct�1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd -Plat. Hialeah, Flarida 33012 Ph: 005)364—N52 Fax: 05 828 -5118 FRANCISCO HERNANDEZ P. E. iiiiStructural Engineering 351 NW 82nd AVE #1118 Phone Florida 305) 266 8670 Fax (305) 266 3427 SERIFS 1650 ALMINUM HORIZONTAL SLIDING WINDOW (XO) V1 f." ANn 114" ANNRALED GLASS Drawn Br= J N Date: 3 -4 -99 Dada 1 /2 " =1 " R.Mslon: Revision: DRAWING N0. HS99 -02 SHEET 3OF3 LI SEP 21 2006 Bgo Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Ih. Florida 33012 Ph: (305)364 -9952 Foc(305)828 -5118 HUNG WINDOW ( LARGE, SMALL AND NONE MISSILE IMPACT.) NOA: 02- 0212.02 • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • •• •• • • • • •• • •••• • • • • • • • • •• •••• • • • • •••• • • • • • •• • • •• • • • • •••• • • • • EXP. 04 -22 -2007 MIAM BUA.DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Sunshine Windows MFG., Inc. 1745 West 33"' Place Hialeah, FL 33012 SCOPE: MIAhII -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 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) have this product or material tested for quality assurance material reserve f fails to the f right to the accepted manner, tlx manufacturer will incur the expense �� If such this product or material fails to perform in revoke, modify, or suspend the use of such product or material within their jurisdiction. uriisdict y immediately o 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 pfdduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane • • Zonr orthe Flonndu$Iding Code. • DE$F$l ''PION: Series "2000P' Aluminum Single Hung Window • APPROVAL oilbillhENT: Drawing No. SH98 -04, "S• eries • • g titled Series 2000 Aluminum Single Hung Window ", ePiS 1 Arou , • , signed and sealed by Francisco Hernandez, P.E., dated 3/2-999, bearing the Miami- • • Dad Cooky Product• ontrol Renewal stamp with the Notice of Acceptance number and expiration date by the • • MISSILE I PA.GLLtTING: Large, Small and None Missile Impact • LAB G: EMI; idift shall bear a permanent label with the manufacturer's name or logo, city, state and • • follok'ing %tatemhnu nillarni -Dade County Product Control Approved ", unless otherwise noted herein. 1jyAL 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, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, pl� foen it shall by be done in its entirety. then it shall 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 # 00- 0403.07 and, consists of this page 1 as well as The submitted documentation was reviewed by Raul Rodriguez. approval document mentioned above. NOA No 02- 021102 Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page 1 • • • •• • • • • • • • • • • • ANCHOR SCHI3DULE DESKON PRESSURE MART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PRO ECIlON IS REQUIRED LIGHT DUTY MEDIUM DUTY 3/16• TAPCQNS PER JAMB IESB-ANN. GLASS EXT. INT. 3/1C-ANNEALED GLASS 3/16" ANN. GLASS EXT. INT. EXT. 3/16" TAPCONS INT. 2 1/4" TA1?CON9 ENT. INT. HEAVY DUTY (W/ MEM., REINFORCEMENT) 3/16" -A NEAUW GLASS 1/4° -ANN. 3/16" TAPC0NS EXT. INT. 80.7 67.5 60.7 122.5 1 "TAPOOT1g 1/4"TAP0t8 EXT. INT. EXT. INT. HEAD ANCHORS SEE CHART 21" MAX: L6" MAX. Sunshine 4rmd0ws I Munufeckunng, inc. 1745 W. 33rd Ploo. Hided. Florida Ph: f305 --9052 Fox:305 5118. 1 98.0 122.5 98.0 122.5 98.0 122.5 98.0 60.7 122.5 98.0 t 67.5 60.7 122.5 184.8 98.0 122.5 98.0 122.5 98.0 122.5 98,0 80.7 122.5 98.0 184.8 87.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 80.7 122.5 98.0 67.5 184.8 60.7 88.7 98.0 113.1 98.0 122.5 98.0 • •• 2 • • • 113.1 98.0 3 60.7 87.5 60.7 67.5 60.7 122.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 98.0 122.5 98.0 122.5 98.0 122.5 122.5 98.0 98.0 60.7 87.5 122.5 98.0 122.5 98.0 122.5 98.0 184.8 60.7 108.8 184.8 184.8 •. • • • • • • •I .• •• ••• 98.0 120.3 98.0 122.5 98.0 120.3 98.0 80.7 84.8 80.7 84.8 122.5 98.0 184.8 •..• 90.6 90.6 97.1 • 97.1 90.6 90.6 98.0 80.7 67.5 122.5 98.0 144.3 60.7 122.5 98.0 122,5 ••.• 98.0 122.5 98.0 122.5 98.0 4 80.7 67.5 122.5 98.0 184.8 • 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 80.7 67.5 52.6 52.8 122.5 98.0 60.7 94.7 98.0 99.2 184.8 98.0 122.5 98.0 99.2 24" MAX. • 98.0 53.2 53.2 79.8 122.5 98.0 184.8 79.8 79.8 79.8 83.8 83.8 •. • . • 95.5 60.7 87.5 95.5 98.0 118.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 2 122.5 98.0 5 60.7 67.5 122.5 98.0 184.8 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 60.7 81.5 122.5 98.0 184.8 60.7 89.5 89.8 89.6 98.0 111.6 89.6 89.8 98.0 41.3 41.3 111.6 98.0 168.3 48.7 46.7 70.0 70.0 70.0 70.0 74.9 2 74.9 74.9 60.7 87.5 74.9 98.0 104.0 60.7 119.2 98.0 5 80.7 67.5 51.4 51.4 €0.7 91.2 91.2 119.2 98.0 122.5 98.0 91.2 98.0 122.5 91.2 60.7 71,5 71.5 71.5 93.3 J 93.3 71.5 SiSIM ON 1fR -18143 DATED 7 -12-84 TEST SM. 53 1 /8• x 838 (1 OVER 1) TEST LOADS. +7Q0 -70.0 PSF DEMON LOADS.. +48.7 -48.7 P5? WATER tNFILTRAT)ON TENT. 9.1 P5? TESTED GLASS- Ds8 AfiNEAUED 119.2 98.0 122.5 98.0 184.8 91.2 98.0 122.5 98.0 71.5 93.3 93.3 98.0 WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 184.8 140.8 RASED ON Mk-18178 BAWD 7 -12-94 TEST 52E_ 53 1 - x 63- (1 OYER 1) T€57 9.omaa +10.0 -106.0 P F WATER INFRTRAT JEST• 714 I .7 PP3F TESTED Oil, 3/10 ANNEALED QED ON Mlf. -18176 DATED 7 -12 -94 TEST SIZE_ 53 1/r x83- (1 OVER 1) TETEI t +156.0 -158.0 PSF DES! LOADS. +88.0 -104.0 P7? WATER DIFILTRAVON TEST.. 14.7 P3F TESTED cues. 3/16• ANNEALED APPROVED AS LIMITING WITH THE SOUTH FLORIDA BUILDING CODE 74404 02 BY YI /d'WP.7 PROD COAT''1 DIVISION BUILD . • ODE COMPLIANCE OFFICE ACCEPTANCE NO tih -.04° 3.0..?- PRODUCT RENEWED ACCEFT'A?NCE No PXPIRAT10�i,ATE✓ /t -_ - -, Lo 6-7 PR • r - C.ONTROL DITrIDN BUILDING CODE COMPLIANCE OFFICE a- 23_00 FRANCISCO HERNANDEZ FL PE, 51393 • • • • • •• • • • .• • • •• • • • • • • • • • • • .• • •• • •_ • .••• •••• • • •••• • • • • •• • • •• • •• •••• • • • •• • •••• • • •••• DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW. WINDOW DIMENSION 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED STANDARD S1I.L 3" HIGH SILL WIDTH HEIGHT P BEAD ATM SILL IAMB 31116' TAPoNS EXT. INT. 1/4" TAX$ EXT. INT. 3/16"TAPCONS EXT. INT. 114" TAPS 19 1/8' 29 1/2' 3r 83 1 /8' 28' 4 3 19 1/8' 29 VP 3Q 3/e • •• •• • • • 19 1/8' 28 1/2' 3r 83 1/8' 83' 19 1/8' 20 1/2' 37' 53 1/8' 74 1/4" 2 2 3 4 2 2 3 4 2 2 3 4 2 2 3 4 5 66.7 88.7 66.7 68.7 --661 66.7 66.7 88.7 68.7 68.7 68.7 281.4 88.7 300.0 75.0 loci'. INT. 281.4 1 75.0 300.0 252.1 68.7 300.0 75.0 252.1 1 75.0 300.0 141.8 68.7 246.8 75,0 141.8 1 75.0 246.6 113.1 66.7 154.0 75.0 113.1 1 75,0 154.0 214.0 86:7- -3WA- 177.2 66.7 300.0 -75.0 75.0 214.0 75.0 177.2 1 75.0 300.0 ti 300.0 129.3 86.7 188.9 75.0 129.3 75.0 188.9 90.6 68.7 112.4 75.0 90.8 75.0 112.4 187.7 66.7 300.0 75.0 187.7 1 75.0 300.0 148.9 68.7 300.0 75.0 148.9 75.0 300.0 124.0 68.7 65.7 88.7 86.7 66.7 68.7 68.7 83.8 66.7 184.4. 92.3 75.0 75.0 124.0 83.8 75.0 164.4 75.0 92.3 173.2 66.7 300.0 75.0 173.2 1 75.0 300.0 134.2 66.7 300.0 75.0 107.5 68.7 155.4 75.0 134.2 1 75.0 300.0 107.5 75.0 155.4 81.0 68.7 81.0 143.0 88.7 66.7 68.7 109.5 85. 66.7 88.7 300.0 251.8 75.0 75.0 75.0 81.0 1 75.0 143.0 75.0 109.5 75.0 81.0 300.0 251.6 66.7 155.0 69.5 I •s8.7 75.0 75.0 85.8 1 75.0 155.0 69.8 • 0.8 75.0 75.0 BASED ON FTL -1637 DATED 11 -19 -97 TEST SIZE= 53 1/8" X 74 1/4" (1 OVER 1) TEST LOADS= +112.5 -112.5 PSG DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILT. TESTED GLASS= 1/4 TEMPERED PSF WITH 3' HIGH SILL HEAD ANCHORS SEE CHART 1 6M Vrt h 0 as o �d T- !_t 14 MAX. t,i 4 MAX ca WINDOW WIDTH SILL ANCHORS SEE CHART- - - - TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLJED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE d3 A o BY PROD T ,' t `OL DIVISION BUIL► . CODE COMPLIANCE OFFICE ACCEPTANCE NO 61:2-19403.o? •• • • • • • • • • • • •• •. • • •••• • • •••• • •• • • • • • • PRODUCT RENEWED. A C C E P T A N C E No. 0 - 0 lit 12, NO EXPIRATION DATE By PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE a6-Z10 FRANCISCO HERNANDEZ FL. PEA 51393 Sunshine Windows Manufacturing, Inc. 1745 et. 33x4 Place � a -11952 For 826 -5118 • • -• • • • • •• • • r• • • • ►• •• • .:•• ppm ar JN oafs 3 -25 -99 x1/2" =1' Ra"tdona -25 -00 Revidom memo No. SH98 -04 SHEET 2OF5 • • • • •0 • • • • • • • • •• i PRODUCT RENEWED ACCEPTANCE No. a- D t It to Z EXPIRATION DA r;t LZ BY mower BUILDING CODE COMpu CE OFFICE • • • • •• • • • TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: , • INTO 2BY WOOD BUCKS OR WOOD *STUCTVRE 3/16" OR 1/41 TAPCONS WITH 1 1/2* MIN. PENETRATION INTO WOOD INTO 1BY WOOD BUCKS OR INTO MASONRY 3/18' OR 1/4" TAPCONS WITH 1 1/41 MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 1 . WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOAD$ 1MPOSEO BY GL4ZINf: SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE LATCH OPTION • • • • • •000 • 0• • • • • •0 • • • •• • • •[••• APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T ©.Z BY t PRODU __CO:• •OL DIVISION BUILDING CODE COMPLIANCE I ICE ACCEPTANCE NO.15 p. LATCH 2 MATERIAL LIST (VERTICAL SI `PROS PAST.' REGD. SW -014 1 SW -52101 SW -015 r INNIZSIAL FRAME HEAD 6063 -T5 1 1 FRAME SILL MEETING RAIL 8083 -T5 8083 -T5 5 6 8 SW -017 SW -43355 SW -40771 SW -AS 1 1 14 SASH TOP RAIL SASH BOTTOM RAIL 3" RISER ASSEMBLY SCREWS 11 12 13 14 15 17 18 19 SW -687 SW -1820 SW -3257 SW-1520 SW-018 SW -3082 SW-013 2/VENT AS RQD AS RQD AS RQD AS RQD AS RQD LATCH SEAL PILE 6083 -T5 8083 -T5 6053 -T5 # EMI" P14 PHILLIP CRS ZINC WEATHER STRIP BULB GAZING TAPE GLAZING BEAD WEATHER STRIP BULB FELT VINYL FOAM 6083 -T5 VINYL SW -40770 SW -43353 f 1 1 2/VENT FRAME SILL/3. RISER BOTTOM RAIL./3"RiSE'R LATCH BOTTOIA RA L, C) SILL LATCH AT EACH WEEP LOTS AT 1/2. AOH END •• • 44 • TYPICAL ANCHORS SEE ELEVATION FOR SPACING LIGHT DUTY 1 i MEDIUM HEAVY DUTY 1/2* WEEP SLOTS AT EACH END L. .r .— _.__. —.J 1 BY OR 2 BY WOOD BUCK LIGHT DUTY 6083 -T5 • • 6083 -T5 • • •• 6083 -T5 •• • ••• • 0 • •0• *0 • 0000.0 000* • • •••• •• • • • • • 1/2. WEEP SITS AT EACH END 1 BY OR 2 BY WOOD BUCK MEDIUM AND HEAVY DITTY 3 -2 5 -00 FRANCISCO.HERNANDEZ FL PE# 51393 • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Maas liedeah. Florida 33012 Ph: 394_$0.32 Foss 8 -5118 *0 *• • •00 • 0000 *00 • •• 0000 ,1 • 00• • • • • 0 • • • • •• • • Drown Br JN Doke 3 -25 -99 scat*: 1/2"1" R*rrn Rdidslom DRAWN@ NO. SH98-04 SHEET I 3 OF 5 • • • • • • • • • • • • • .' _. BY UK 9Y IMOD 0.812 FRAME HEAD SW-014 6053 -T5 • .• • • • •••• •••• • • •... • .• • • . • • • • • • • • •. • •••• • . • • • • •• • •••• • ..' • . . • MATERIAL LIST (HORIZONTAL SECTION) • • • '•••• man 'Ain > KAMM • TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING 3 SW-011 2 FRAME .JJIA� 8 SW -012 2 SASH SIDE MIL 10 -' -820 4/VENT FACE GUIDES 14 SW -1520 AS RQD GLAZING TAPE 15 SW -018 AS RQD GLAZING BEAD 5063 -T5 8063-T5 10 SW -540 2 SPIRAL BALANCE NYLON FOAM • • • ••.• • •• 2.078 --•� FRAME SW- 52181E 6083 -T5 - �0.810�- SASH SIDE RAIL Big 11 • •• • • •• • • • • • • • • •1 '•J • ••• • • ••a •• 8063 -T5 • ALUMINUM 17 SW- 30821AtS RQD WEATHER SI Ftj BULB PRODUCT RENEWED ACCEPTANCE No. 01- d1" {Z.41 EXPIRATION D i I' Zr Z Mil BY VINYL. OL r IV1SION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING W TN THE SOUTH FLORIDA BUILDING CODE DR 0 A 0 BY 1111.7511W PROOtD CO 'IL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO 00--194 0 -04- ten r 1.260 3.687 2.753 0.002 1.437 2.077 ---.� FRAME SILL SW-013 8063 -T5 1.000 SASH BOTTOM SW -43355 5063 -T5 1.000 ,ASH s0TTOM RAIL SW -40770 6063 -T5 DRNAANG NO. SH98 -04 SILL RISER SW -40771 6063 -T5 SHEET 4 OF 5 • • • • .' • • • • • • • • • TYPICAL ANCHORS ►' • NI 3/4" x 3/8' STEEL 0,11 LATCH OPTION V A 04 OW • ••• • .. • • • • • 8100. • • z. • • •• 0 0 APPROVED AS COMPLYING WTTN SOUTH FLORIDA BUILDING CODE DAT. -7-0h4L 04' PRODU. ROL DIVISION BUILDI CODE COMPLIANCE OFF ACCEPTANCE ND. 00' 1.. (5'54 • • THE MATERIAL 1TBat# PARTB 88QD. MA,7TAL 1 SW -014 • 1 FRAME HEAD 6053-Tb 2 SW52101 1 ' FRAME SILL 6063 -15 3 SW -011 2 FRAME JAMS . 6063 -15 4 SW40111 1 MEETING RAR. 6063-75 5 SW -017 1 SASH TOP MIL 6063 -75 6 SW4335I9_ 1 SASH BOTTOM RAIL 8063 -T5 7 SW82026 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6053 -T5 9 SW -AS AS REQ • ASSEMBLY SCREWS � 8X1' PH PHH11P CRS a 10 SW8202A 4/VENT FACE GUIDES AMON - —. 11 SW43353 2/VENT LATCH 6063 -15 12 SW1620 AS ROD ' SEAL. PILE FELT '. 13 SW3257 AS RQD WEATHER STRIP BULB VINYL z 14 - AS RQD - , SILICONE DC- 795/SM -5731 18 SW-018 AS RQD GLAZING BEAD 8063 -15 - 16 4 SW540 2 SPIRAL 6ALANCE AL.UMNUM HEAD ANCHORS SEE CHART 14" MAXI. 0 G3 11' 11 11 11 IMPACT GLASS JL _JL_ Ii 11 B 11. � 1[ 1Sunshine Windows onufacturing, Inc. 1745 W. 33rd Place Fax:�°3 4 -9952 11 11 If 11 11 IM?ACT 0L4 JL __ JL. 14 ce3 •mil. c Nalft i oI u s1& •• ...• • 11 FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED 14' MAX. 00 • • •• .:- -4'• • GLASS OPTIONS: ) 3/8" OVERALL LAMINATED GLASS USING TWO UGHTS OF 1 /8' HEAT STRENTHENED LASS W1114 AN 0.010' INTERLAYER FILM, GLASSLAM SAFETY PLUS AND A 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE DF imkt AT PERIMETER EDGE, 8 3/8 CNERALL LAMINATED GLASS USING TWO LIGHTS OF 1/6" HEAT STRENTHENED WITH AN 0.090" INTERLAYER FILM, DUPONT WITH BUTALRE. I LAZED WITH 3/8" GL'ZIAC PENETRATION USING A CLEAR COLORED AND AN EXTRUDED ALUMINUM SNAP �INNG BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4' PHSMS PER BEAD. a WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 • • • • • BASED ON FTL -19 / DATED 8 —i -98 TEST SIZE= 53 1 8 X 73 3/4 (1 OVER 1) TEST LOADS= +1 0 —1 35.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION 'EST= 10.5 PSF TESTED GLASS= .3/8 HEAT STRENTHENED LAMINATED CYCLIC WIND TEST= +90.0 —90.0 PSF •• •• • • ID • w •• • • • • ° 1 HURRICANE RFaxsTAPArr own= ARE NOT REQUIRED I ANC801M INTO 28Y W000 BUCKS OR WOOD STUCTURE 3/18" TAPCONS WITH 1 1/2" MIN. PENETRATION INTO WOOD. INTO 18Y WOOD BUCKS OR INTO MASONRY 3/16' TAPCONS WfH 1 1/4' MIN. EMBEDMENT INTO MASONRY. ANCHORS WI WAD A WINDOW WINDOW PER SILL 'ANCHORS HEIGHT JAMB 1 BY OR 2 BY WOOD BUCK 349" . S IMS MAX r 1 1 L • 4 VERTICAL SECTION 19 1/8' 1 2 26 1/2° 1 3 37" f 4 26" 3 38 3/8" 50 5/8' 5 53 1/8'1 5 DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT 1 ACT RESISTANT WINDOW 83" 8 73 3/4' 8 WINDOW YW; . T i-i HORIZONTAL SECTION TYPICAL ANCHORS x 245— 00 FRANCISCO HERNANDEZ FL. PEA 51393 Drawn JN Dates 3 -25 -99 social jr= 1 " Revisiorn DRAWING NO. SH98 -04 SHEET 50F5 M IAM I-DADE COUNTY BUILDING CODE CO PRODUCT CONTROL D NOTICE OF Town & Country I c 400 West McNab R Ft. Lauderdale, Florida 33309 t l l t � METI'RO DADE FLAGLER COUNTY, BUILDING SEP 21 no Y: - -e (305) 375-2901 FAX (305) 375 -2908 www.buildingeodeonline.com 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 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 the5ight to have this product or material tested for quality assurance purposes. If this product or material fails/to perform in the ggcepted manner, the manufacturer will incur the expense of such testing and the AHJ ray immediately %gag modify, cy suspend the use of such product or material within their jurisdiction. BORA reserves the right t4 tobwke this''ac°'cepfince, if it is determined by Miami -Dade County Product Control Division that this product or &sto at fails to meet the requirements of the applicable building code. • This product isAppircived as described herein, and has been designed to comply with the High Velocity Hurricane Wirer the FS4rida■Buiiding Code. Plt$C12.1PTIOM • 41.050" (min.) Aluminum Storm Panels Shutter APPROVAL.41t 7MENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of (i,greparec.b 'prnton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and g'Qallsd by VJ.Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Aexeptance tiumb'er and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by // Helmyy A.`Makar, P.E. p NOA No 05- 0713.03 Expiration Date: 11. /16/2010 cl—A `Zo0 6 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • -1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. • '.:C. CALCULATIONS: • • •••• 1.' •' ib'omparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through • •••• • ; „ 16, prepared by Knezevich .& Associates, Inc., signed and sealed by V. J. • Knezevich, P.E. • 2. •' • •'Lomparative Analysis,. dated 10/26/2000, pages 1 through 3, prepared by • • •.... .. • ••.. Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. • • • • • •••• •••••• • • •D. M 133RIIAIL CERTIFICATION: "" • 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter • • • •• • ••• Aluminum Corp. with physical properties. • • •, • • • 2. • Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CER'1'IFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. • • • • $.• • . TESTS • • •••• 1. �Nonet • • •C. , CAL"VLATIONS 1. :.44cior Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti • • • • • ...Grey, signed and sealed by V. J. Knezevich, P.E. • • • . • • • •• •••• • D. QU'QLMTY ASSOURANCE • • • . • • 1. • •BI�i'Iiami -Dade County Building Code Compliance Office. • •• • • • • • • •••• • • • • ,. • MATERIAL CER'i'11 ICATIONS 1. None. E -2 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 M to tO rn 0 to 0 0 0) rn 0 0 0 0 0t 3 0 0 I to to t7 to _n i 0 rn 0 3 0 O O ri to r) kn kA 0 E •• . •••• • • • • • • GENEF111,11404S; 1.05" (TYP.) 1.01 :' LABEL - LOCATION 2.02" 2.02" 1.05" MIN. (TYP.) `1.17 1 No. 10 7 12.00" COVERAGE 14.375" 1 STORM PANEL SCALE : 3" = 1' -0" 1/4-20 MACHINE SCREW @12" 0.C.(STUD DIRECTION MAY ". BE REVERSED) o .091" N 125" TYP. .375" R 1.525" .090" .150"/' 215" 4 .215 4 to 1.00" MIN. 1 1- .632" 5.00" MAX. STUD ANGLE €C LE: 3" = 1' - -0" .090" SYM. 2.02" SEE NOTE, No. 10 6.000" COVERAGE 1, 8.332" 1 a HALF STORM PANEL SCALE : 3" = 1' -0" .060" ,09.0" 315" R ANGLE OC: TRACK (FINISH) sa C -TRACK SCALE : 3" = 1' -0" SCALE : HALF SIZE SCALE : HALF SIZE • 1. THP3E•APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) • BY�DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY • • HU FZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004. NOgqI��SE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS • • • . i DETCyI�• • IND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW • 3. • • • • • r'- •••• • 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND AND JUSTTIFY LICENSED ITION. SAIOODOCUMENTS SHALL BE SUB'MITTEDD TTOTTHE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE TH HIS/HER NE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN AREAS ONLY OPTION "B" DEVIATIONS BE ACCEPTED BYITHE BUILDING HURRICANE I 9. PRODUCT MARKINGS SHALL BE WITHIN 1 "" OF ONE END OF THE PANEL WITH A AS FOLLOWS: TOWN & COUNTRY INDUSTRIES, INC. MIAMI -DADE CODUNTY PRODUCT APPROVED 10. STORM PANELS SHALL BE 3004 -H34 OR 5052 -H34 ALUMINUM ALLOY WITH THE FOLLOWING MINIMUM THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13.TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS- DETicii4tlilfe THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEC•DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINC0461,XITY. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR•�IfE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED 0 0 0 cV 060"3.00" MAX. 2.250" 1/4 -20 MACHINE SCREW ®12" 0.C.ISTUD DIRECTION MAY ► BE REVERSED) .125" TYP. ni 1" 1 OIf HEADER SCALE : 3" = V -0" 1, 3.385" MAX. to .092" .177" - (TYP. J1377" BUILD -OUT F-TRACK SCALE : HALF SIZE 2.00" MIN. 5.00" MAX. 1/4 -20 MACHINE CREW @12" 0.C.(STUD DIRECTION MAY-'± BE REVERSED)o 0 091" TYP. 2.00", 'U' HEADER 3a BUILD -OUT "U" HEADER a) STUD ANGLE ( l STUD ANGLE 1' SCALE : 3" = -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1-0" .376" .376" 55" 0'P TRACK SCALE : HALF SIZE Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS TOP MOUNT 2.00" /OPTIONAL LEG DIRECTION (ZAMAC3ALLOY) 'F" ANGLE - TRACK n WING NUT 563 "0 0 - w o 89.. o N 1(20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) KEYHOLE WASHER •• SCALE : HALF SIZ: ••• -$a SCALE : HALF SIZE 1/4" MAX. SCALE : HALF SIZE FASTENER © 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & © 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) " MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL 1/4" MAX. .(EY HOLE SLOT (TYP ) BOTTOM MOUNT 1.00 .5" t�allll \,650"0 - -KEY-HOLE SLOT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" .315 "o { 1/4" MAX. f ALUM. ANGLE - BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL • • • • • •• •• • • •••• • • •••• • •• • EXISTING CONCRETE, • ••• HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER © 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & © 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR t° SCHED. FOR ANY ACCEPTABLE In ANCHOR) 1/4" , MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" PRODUCT REVISED as complying with the Florida Balding Code Acceptance No oG - o'7 /?. Q3 Expiration Date //j3 • O BY Mia : i Dade Division nct Control 0 L.7 E � 0 J 0 Copyright © 2005 V.J.diraezevich Professional FL License N 10983 9 2005 0 c 0 0 g3 0 a n CD CD date 06/29/2005 scale AS NOTED de,rignb NW (drawn MCR (checked VJK I drawing no- 05 -353 ( sheet 1 of 6 1 ti • to 0 o> ` N 0 0 • • E 0. O 0 3. 0 0 0 • • 0 • • • • ••• 0 0 0 3 b \05- 353 -03. \FL1 \Projects \KK5353.00 \Drawings \RO - 0 E 0 0 WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT • •• • • • •••• •••• • • •••• • • • • •• • • • • • •• • •••• • • • •• • •••• • •••• EXISTING GLAZIN omvzo-m--.*:m ►�n7 1"x4" OR 1 "x6" .062" CONT. ALUM. TUBE (6063 -T6) • • • • • • • • • • •• • •• •• • • •••• • • •••• • •• • • • • • GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ONE 1 /4 "ox MIN. 5" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1 /4 "ox MIN: 4" LONG WOOD LAG SCREWS © 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO W000 MEMBER 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OBUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" rJ DETAIL L EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h " HEADER OR " U ' HEADER TOP MOUNT OC -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0 MBEDMENT ■iiirj1" 1/2" PLYWOOD EXISTING GLAZING EMBEDMENT PANEL SEP. FRO • Li- GLASS TABLE 2 TWO 1 /4 "o5x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS © 24" O.C. MAX. WITH 1 -3/4" MIN EMBEDMENT/ IN CENTER OF STUDS ' S.:. a.+e •ate �' 2" x 6" P.T. CONT. WOOD BLOCKING- C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x W000 FRAMING REQUIRED 1/4" MAX. J r W W Z d a� � I a O W 1- J rn D to 0 w W v7= u X Z (0Q J 0- EMBEDMEN —1/ 4" MAX. 1 /4"Ox MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING TWO 1/4 "4x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1" x 4" x 1/8" x CONT. ALUM. TUBE *14 x 3/4" TEK SCREW 81/4" MAX. EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CEWNG/BUILD -OUT MOUNT SECTION / SCALE: 3" = 1' - 0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) OC -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD J W J Zm d a Q Or I O w of J W w W u I tn m xZ Q E a J Ul C • NNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (T1') BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3 " =1' -0" 0 0 z w z 1/2 "0.0.x 1/4 "1.0.x3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.1 FINAL LOCATION OF STUD M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. •• • • • • • • • • • • • •• •• • • • • • • • • •••• • •• • • • • • • PRODUCT REVISED a$ complying with tin Eloab t Balling Code Acceptance No o5 -o713. 03 Expiration Datn-i7TATZ.0 ( O By Miami Da ;''''* . t Control FDivhfoa 111, 111 11`1 liii II11 - •.�l. 't as_ • -. 11 Vej, r4"ftzevich Pm essional KL License No., • s r 1 .1 11; 1111 1%11 1 imiil!'sl; .: 2" x 6" P.T. CONT. WOOD BLOCKING- C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x W000 FRAMING REQUIRED 1/4" MAX. J r W W Z d a� � I a O W 1- J rn D to 0 w W v7= u X Z (0Q J 0- EMBEDMEN —1/ 4" MAX. 1 /4"Ox MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING TWO 1/4 "4x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1" x 4" x 1/8" x CONT. ALUM. TUBE *14 x 3/4" TEK SCREW 81/4" MAX. EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CEWNG/BUILD -OUT MOUNT SECTION / SCALE: 3" = 1' - 0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) OC -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD J W J Zm d a Q Or I O w of J W w W u I tn m xZ Q E a J Ul C • NNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (T1') BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3 " =1' -0" 0 0 z w z 1/2 "0.0.x 1/4 "1.0.x3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.1 FINAL LOCATION OF STUD M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. •• • • • • • • • • • • • •• •• • • • • • • • • •••• • •• • • • • • • PRODUCT REVISED a$ complying with tin Eloab t Balling Code Acceptance No o5 -o713. 03 Expiration Datn-i7TATZ.0 ( O By Miami Da ;''''* . t Control FDivhfoa • at • • • ••• • • • ••• •• • •• • ••• • ••• •• • Vej, r4"ftzevich Pm essional KL License No., • Engineer ^ • 110983 2005 C O .N .: m °c IIOIH :,,,,,u date 06/29/2005 AS NOTED, dawn MCR design NW (*checked VIK I drnring no. 05 -353 sheet 3 of 6 j • at • • • ••• • • • ••• •• • •• • ••• • ••• •• • v 0 • .4: • 0 0 0 N 0 0 • • c 0 Print Informot EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZIN 1/2" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • •• • • • •••• •••• • • •••• • • • • •• • • • • • •• • •••• • • • •• • •••• • • •••• • •• ••• • • • • • •• •• • • •••• • • •••• • • •• • • • • • EXISTING GLAZING - 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. C1 CONNECTION TYPE SPACING REFERENCE ANCHOR. EXISTING CONCRETE, SCHEDULE FOR MAX. HOLLOW BLOCK OR SPACING WOOD FRAMING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM -1/4" MAX. J ww Z ad E ~ EXISTING CC w GLAZING to 0 w w WI Nu N X t0 Z • d J O 1/4" MAX. OWALL MOUNT SECTION SCALE: 3 " =1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 C2 CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. ww zm aa.a F F- t O -4 0 w w w = ul v X Z E 0) Ot ;ate NI* � -1/4" MAX. ' CONNECTION TYPE , REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OPTIONAL LEG DIRECTION CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ. STORM PANEL SEPARA TION FROM GLASS TABLE 2 MAY BE EVERSED SPAN SCHEDULE — TABLE 1) 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING 1/4" MAX. OPTIONAL LEG DIRECTION C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX: STORM PANEL SEPARATION FROM GLASS TABLE 2 61 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" O.C. (TYP. TOP & BOTTOM) BUILD -OUT MOUNT SECTION V°J SCALE: 3 " =1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING X ma ET J DETAIL QE (*PASS THRU" SEC.) ANCHOR SCHEDULE 1/4"� ITW W/ 1 -3/4" (CONC.) OR MIN. (BLOCK) EMBEDMENT CONC. (3.351W) TAPCON MIN. 1 -1/4" HOLLOW CMU BLOCK 1/4"0 POWERS - CALK-IN W/ 7/8" EMBEDMENT & 1/4 1/4-20 STAINLESS STEEL MACHINE SCREW CONC (335 KSI) 1 /4 "ox MIN. 2 -1/2" LONG WOOD LAG SCREW W/ MINIMUM 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 7" 12" D CEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" -J •w z 0. f CC 0 r N w w ta w x E J THREE 1/4"Ox MIN. 4" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 J U1 z a F 0 r v) w w X ro E J w J CO r t w -4 0 w u u1 z EL N •• • • • • • • FASTENER @ 6" 0.C. OR t`la 12" • O.C. ,BUT 00 NOT s • EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "Fn TRACK/DIRECT MOUNT SECTION C SCALE: 3" = 1' - 0" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT �cx 1/4" < MAX. 1/4 "45 THRU BOLTS W/ LOCK NUT @ 12" O.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" ALUM. ANGLE #14x 3/4" TEK SCREW - @ 12" O.C. 1 BETWEEN m TRUSSES n X to E C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL "PASS THRU" SECTION `J SCALE: 3" = 1' - 0" PAN SCHEDULE CEILIN MOUNT/ BUILD OUT SECTION \J SCALE: 3" = 1' - 0" •• •• • • •••• • • •••• • • • • • • • • • • • PRODUCT REVISED as complying with the Plotkin Dwidiag Code EA loct i r ptbtionc� e Dote o Sj�/ ✓/0i7 =isr 3. O 3 o 2 Division So. m^ -j. 0 lata '00i w'0 0. W�U va� igi Nm Zoe, o —y c V E F c E Copyright 0 2005 • V. ;•Krtezevich Professional . neer FL License N. • � l'-,105.83 ,1_ t, tap' • 2005 .0 0 a 3 z date 06/29/2005 scale AS NOTED drawn by MCR fdeAgn by J [ VJK dsaweg . 05 -3no53 ( sheet 2 of 6 I • •• • • • ••• •• • • •• • ••• • ••• • • • ••• • • • • rn CV (0 0 0. N 0 • o • N • CV rn • • m • • • •� .'- 0 U Print Information: EMBEDMENT EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • •• • • • •••• • • • • •••• • er 0••• • • • • • • EXISTING WOOD FRAMING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FQR MAX. SPACING -1/4" MAX. J J w z 4 a a O 1— In w W in X �o E J O- W "-1/4" MAX. 1/4 -20 S.S. BOLT & NUT @11 "O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. Z` SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING • •• •• • • • • •• • •••• • • • • -• • •• •••• • ••• •••• • • • •• • • •• • • • •••• • • • • •••• WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2"x2 "x 1/8" 6063 -T6 ALUM. ANGLE W�INDOWG EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & BOLT Sr WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2"x2 "x1/8" 6063 -T6 ALUM. BENT PLATE MAX. 1" OVERLAP 60 TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB /2" b d 1 "x 2" 2 "x 2" x 0.055" 6063 -T6 2 "x 4" ALUM. TUBE 2,.x 5.. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING b d 1 "x 2" 2 "x 2" 2 „x 4” 2 "x 5" EMB x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNT SECTION SCALE: 3" = 1' - 0" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD /2" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. -1/4" MAX. W J Z a_ • Q I o 114 in 0 w W = vt U Z E a J C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • 4 MAX. EXISTING GLAZING -- 1/4" MAX. 1/4 -20 STUDS 12" 0.C. EX STING CONCRETE Q WALL MOUNT/ BUILD OUT SECTION SCALE: 3 "= 1'- 0" •• • 1/4" MAX. • • • • C4 CONNECTION TYP REFERENCE ANCHOR . . SCHEDULE FOR MAIX..•• SPACING 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. EXISTING HOLLOW BLOCK •• •• • • NON - STRUCTURAL...• FINISH MATERIAL* • • •• • • • • • • 3/8 "0 HOLE FOR FASTENING PANEL (MAX. PANEL HEIGHT = 7' - 4' & MAX. DESIGN LOAD ± 72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" DETAILS NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. PRODUCT REVISED as complying with the Florida Balding Code Acceptance NoOS- 0113.03 Expiration eIDatiar o ! o Miaini Dade tact Control Division By II ®i • • L. •c • • • • • WA; J(iezevich Professional Engineer R License 0010983 • •• • •• • •• • •• • ••• • ••• •• • ••• 9 2005 date 06/29/2005 TCDIe AS NOTED (" bYNW drawn by MCR V11( ) drawbg . 05 -3no53 [sheet 4 of 6 • • • • • • o N 0) CD .* • • • o 0 0 0 rn N 0 0 • c 0 0 • •• Print Informati • • • •• •• • •• • ••• • •• •• • ••• •• •• • •• ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' -0" 8' -8" 12' -0" 6' -0" 8' -8" MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 MIN. 3' EDGE DISTANCE SPANS UP TO 12' -D" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2 C3 C4 C5 ce V •z .0 •u • • •• • • I • •• • • • • 14 14 14 14 14 14 14 14 14 14 14 14 13 14 14 1Z 14 14 6 7 6' 14 14 14 14 14 14 14 12 12' 10 14 14 6 9 7 14 14 12 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 14 14 6 8 7 14 12 3 6 5 14 14 8 7 14 14 4 6 5 14 12 3 5 4 14 14 9 10 9 14 14 4 7 6 14 12 3 6 5 14 12 3 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 NO � VA �� n� aa�A n 14 14 14. 14 12 14 14 11 10 8 14 14 4 7 6 jg� �ff�i � �i �rA�� r�i 14 14 14. 13 10 14 14 7 9 7 12 12 3 6 5 rareg�i eira��IrArar/�� Wrn 14 14 7 9 7 12 12 3 6 5 9 7 4 3 Wan Er A 14 14 5 7 6 10 10 5 4 9 7 4 3 rh�i�ra�irar�iM� �K� �n� 4 3 7 IIm1RI1h111U11I1111111H1_. 43.0 14 14 14 14 04114 14 14 1/4 "0 ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT IN. 3.192 P.5.1. CON 50.0 72.0 84.0 150.0 ;1iPdSiil 1/4 "0 POWERS CALK -IN W/ 7/8 EMBEDMENT & 1/4-z0 STAINLESS STEEL MACHINE SCREW IN. 2.000 P.S.I. D I' bosamm 43.0 50.0 72.0 84.0 150.0 12 lb 10 12 12 12 12 12 12 12 12 11 10 12 12 6 8 7 12 12 12 12 12 12 12 12 12 12.12 12. 8 10 9 12 12 12 12 12 12 12 9 10 8 12 12 4 7 6 12 12 12 12 12 12 12 12 12 10 12 12 6 9 7 12 12 9 10 8 12 12 4 7 5 12 9 5 4 12 12 12 12 10 12 12 5 8 7 12 12 3 6 5 12 12 6 8 7 12 12 3 6 5 12 9 e 5 4 12 12 8 10 9 12 12 4 7 6 12 12 3 6 5 12 9 5 4 12 9 5 4 12 9 5 4 12 12 3 6 5 12 12 3 6 5 12 12 3 6 5 14 14 14 14 14 14 14 14 14 14 14 14 : 12 10 14 14 14 14 14 14 14 14 14 14 14 14 9 14 14 14 14 14 14 14 14 12 14 12 14 14 • 10 8 14 14 14 14 14 14 14 13 14 14 14 14 6 12 14 14 12 14 12 14 14 5 10 8 14 12 7 6 14 14 14 14 14 14 14 6* 12 9 14. 13. 4 9 1485430...000 III 10 4 8 10 14 6 3 7 9 14 12 10 10 13 14 11 14 ®fDUE EU 6 O©OO © ©®mfm0®®©©O 10 EIP ©© III9 9 � � 14 14 i 12 12 i 10 60110App 10 8 10 8 114 12 12 9 9 9 14 14 8 10 10 7 5 5 rA 10 10 6 7 7 5 A P / A4 9 9' 5' 6 6 011 , 5 A rardre %gardr I Y nn 9 ©©D0©©®©© AUY iii i i 0000 ©©© © ®© ©MET % LOW CVO %%% 1�•NOD//©M©©M © ems 12 12 10 12 12 11 11 1212 11 9 12 12 • 8 b 12 12 12 12 8 12 12 10 10 p 1122 2 12 10 8 12 12 7 5 10 10 12 12 6 9 9 7 5 %, 12 12 7 5 10 10 4 4 7 5 12 12 5 8 8 7 5, / 1Z 12 6 4 8 8/ 4 3 7 5 A 7 5 3 7 5/ 7 5 7 5 3 3 7 5/ 3 3 7 5 14 14 14 14 14 • 12 12 14 14 14 11 14 14 9 8 13 13 0 50.0 14 14. 12 14 14 11 11 14 14 12 9 14 14 • 8 6 11 11 72.0 14 14 8 10 10 8 6 14 14 • 8 6 11 11 5 4 8 6 84.0 7 9� 8 6� 13 13 7 5 : 9 5 4 8 6 150.0 4 6/ 8 6/ 8 6 4 3 B 6 4 4 3' 8 6, 43.0 10 • 11 8 8 0 14 14 13 10 14 14 9 7 10 10 5 0.0 9 9 6 6, 14 14 11 8 12 12 7 6 8 8 5 4 72.0 6 6 5 3 12 12 7 6 8 8 5 4 6 4 4 3 84.0 5 5 5 3 10 10 6 5 7 7 4 3 6 4 4 3 150.0 A 3 A 3 4 a 5 3 A 4 6 4 A4 3 6 4� 4 3 6 4' 4 3 1/4 "0 ELCO MALE/ FEMALE /� ""PANEL TE" 1/4-20 CONCRETE) • • • 1 /4 "S ELCO CRETE FLEX • W/•1.3/4" MIN. • EMBEDMENT IN. 3.350 P_.S,I. CON • 1 /•.•a €640 TAPCON W/ 1 -1/2" MIN. EMBEDMENT • •• (111111.•3.32dP.5.1. CONCRETE) • NIIImu 1lIti111111t1111 m- 1/4 "O ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT * 1/4 "0 POWERS CALK -IN W/ 7/8 EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW * armaca ti■g1p111 \1I11111t� 1/4'W ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4" MIN. EMBED. & 1/4 -20 MACHINE SCREW WITH NUT 1/4"0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT i monuu11111111\1111\1111t1 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE . SPANS UP TO 6' -0" (SEE NOTE I) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 Q 0 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 'I 50.0. 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 1/4 "4 x MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 84.0 14 14 9 7 6 14 14 5 4 4 14 14 4 4 3 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 91e i 7/16 "0 1/4- 0 43.0 ,14 14 14 / 13 13 7 / 9 9 3 111111111 ±1 1 R WQOOD BUSHING STAINLESS SE S STEEL 50.0 14 14 14' 4 ri/y� NW 72.0 11 11 4 /!/� ��i/ 84.0 9 9 3 1/ }l� �/�,� i 150.0 5 4 / /5 4 r /,5 4p 43.0 14 14 14 14 11 14 14 9 8 14 14 7 5 * ti■911111111111111Fr, 50.0 14 14 14 12 10 14 14 8 7 13 13 6 5 1/ FEMALE W/ 1 -7/8" 1/4 -20 •• ELCO MALE/ "PANELMATE" 72.0 14 14 7 8 7 12 12 5 4 9 7 4 3 MIN. EMBED. & MACHINE SCREW 84.0 14 14 5 7 6 10 10 5 4 9 7 4 3 WITH NUT 150.0 9 7 /X 4 3 9 7 4 3 9 7 4••3 • ANCHOR NOTES: • • 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY• • •: •: ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST HE UMITED TO THOSE! SHOWN IN TABLE I. • • • • • • 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 014 ..• � EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER. ■ THAN OR EQUAL TO SHUTTER SPAN. •■•• 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPkR ANCHOR TYPE BASED ON TYPE OF •• • EXISTING STRUCTURE. • • • • 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' • RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD: 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as complying with the Iioridt Balding Code Acceptance NoO5- 07 13. o3 Expiradasi Date By &Mimi Dade Division 0 °shot • • J KIIeze.Vid Pfo1'e>inai Engineer FL License No.:..060010983 to 0 it 9 2Q0 3 z To' 0 date 06/29/2005 scale AS NOTED NW drawn by MCR VIK )14W1 9 n0. 05 -353 ( sheet 5 of 6I • • • • E :� • ••• • •••. • • • ••• • 1 0 M • •� • • it •••••• • in • • 0 0) N • • •• io wi'• o • • • • • • • 0 • 0 v w 0 0 D 0 rn c o: O• t') if) lf) ]c: N U O O E 0 • •• • • • 441.0 •••• • • •••• • • • • •• • • r • • •• • 0041• • • • •• • •••• • • •••• T A 0 L E 2 - MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 9' -9" 50:0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0. 4 -0 .3 1 -1/2 8 -8 -3 3 9 -0 `5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 . 3 900 4 -0 3 1 -1/2 7 -9 3 2 -3/4 • ;• •1�OA • • 4 -0 3 1 -1/2 7 -3 3 2 -1/2 • • • • 111.0 4 -0 3 1 -1/2 • 6 -9 3 2 -3/8 4141 • 1y20.0 3 -0 3 1 -1/2 3' -5" 6 -4 . 3 2 -1/4 ••••,'. • w•.. •••• • • •• • • • • • TABLE 1 NOTES; 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE SPAN FOR NEG PRESSURE (FT - IN) SPAN FOR POS PRESSURE (FT - IN) DESIGN LOAD (P.S.F.) 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 10' =.8" 9' -9" 55.0 10' -2" 9' -6" 60.0 9' -9" 9' -3" 62.0 9' -7" 9' -l" 65.0 9' -4" 8' -11" 70.0 9' -0" 8' -7" 72.0 8' -11" 8' -4" 75.0 8' -B" 8' -0" 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8" 100.0 6' -7" 6' -0" 110.0 120.0 5' -6" 5' -0" 130.0 5' -l" 4' -7" 140.0 4' -8" 4' -3" 150.0 4' -4" 4' -0" 16.0.0 4' -1" 3' -9" 170.0 3' -10" 3' -6" 180.0 3' -8" 3' -4" 190.0 3' -5" 3' -1" 200.0 210.0 3' -1" 2' -10" 220.0 3' -0" 2' -8" 230.0 2' -10" 2' -7" PRODUCT REV)SED as complying with the Th Bolding Code Acceptance No 05' Expiration Date •• • • • • • • • • • • • •• •• • • 1100• • • . .•••• • • •• • • • • • • •03 AL ?k •1 M ami Dad` -•f> Cun rJ Division 04 t-i O Copyright ® 2005 •••• • • • • r• • �•• • 4141• • • • 4100 /•0 •• • 10•• • skimmi date 06/29/2005 xak AS NOTED design by NW drawn by MCR checked by VJK arawuy no. 05 -353 sheet 6 of 6 •• • •••