The URL can be used to link to this page

WS-10-1640INSTALL IMPACT WINDOWS 11 Passec0 4 �� Inspector Comments eC-- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 151178 Permit Number: WS -9 -10 -1640 I Inspection Date: March 15, 2011 Inspector: Bruhn, Norman Owner: CAUCE, ALINA Job Address: 76 NW 111 Street Miami Shores, FL 33168 -4322 Project: <NONE> Contractor: HOME OWNER Building Department Comments March 15, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windbws/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -1373 Parcel Number 1121360030390 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. Legal description of property and street/address: Marrtil SIArx-es Ex± P 43-40 L.crAL "PS \K ?20 Description of improvement: n. j k rtYV ��;1S�r1Y Qt�s Owner(s) name and address: i\VNIa 0_,-%■f , �( � ‘.- 1 /- t Ylr- S - - A v. t Interest in property: Name and address of fee simple titleholder. 1Contractor's name and address: rj' . 1 & oh h Q . (ma c Tf4 S'T TA ORI i A, OUNTY OF DADE 5. Surety: (Payment bond required by owner from contractor, if any) t HEREBY CERTIFY that this is a true copy tithe Name and address: Amount of bond $ 6. Lender's name and address: By 4 Fir 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d' te is speclfi Prepared by G24. , `ZUCZ . . Sworn to and subscribed fore me this 19 : day of 4•-" , 2010 . I�- Nod . Address: `� 4) 4G�IS ®� . Print Owner's Name � v"\cN NW. Notary Public Print Notary's Name My commission exp 123.01 -52 PAGE4 802 14411 18t rw han HARVEY mtgirral 111111111111 111111111111111 11111111111111 1111 GFN 2011()WM:39510 OR Bk 27427 Ps 4478 Ups) RECORDED 09/21 /2010 11034 :O.5 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE N U ,ADS+ - day s and Ottical Seat t3 L(1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) K,\ Y\ ca, Phone # SOS 4 1?) 3 Owner's Address j2 City U ` S iv,cx- 3 State - EL- Zip Tenant/Lessee Name f Email Job Address (where the work is being done) ' E, City iami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Architect/Engineer's Name (if applicable) Miami Shores Village Building 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 OV is Training/Education Fee $ County Miami -Dade Permit No. U)SI O "' 1L,4u Master Permit No. Zip fn:> 313117111 t s ,t, Phone # Flood Zone CU Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail I\ Value of Work For this Permit $ S 03 • a Square / Linear Footage Of Work: Type of Work: OAddition ` OAlteration ONew f' Repair/Replace ❑ Demolition Describe Work: --O5\ c"1,1 'SY� c�C 1� 5\ �� 9�� Y\ Submittal Fee ' \ ' Permit Fee $ /Q ******** * * *** * *** * * * * * ** * * * ** **** ** * * CCF Phone # Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 111 CO /CC $ Technology Fee $ Bond $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat+ Application is hereby made to obtain a permit to do the work and insndiation 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 fie will be charged, Signatu The foregoing instrument was acknowledged before me this /6. The foregoing instrument was acknowledged before me this day of 20 /O , by ,/Jf)a ( u & , day of , 20 _. .w. , by who i ersona lv known to -rn >or who has produced il.lfi9 who is personally known to me or v►iho has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print ' e. My Cotnmission Expl Owner i Agent (Revised 07 /10 /07)(Revised 06/10/2009) Commission # DD642433 My Commission Expires MAY 15, 2011 ********* * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** APPROVED BY `�C7 Plan Examiner Engineer Zip Sign; Pent: My Commission Expires Zoning Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAME: M �`(ld C �V �� DATE: CI 1 qt I ADDRESS: 46 13\0 UV' S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I 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 commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law 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 that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial c_.r 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is mresponsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mytioridalicense.com/dbpr /pro /cilb /index.html Initiai�Q� 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Toss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this i 42 day of ae;t-20 10 Produced there License or dVa 49 Ecwo a 3 S 5 -7 }'ws , I1 ,,.',,•. OFFICI '‘W ARY NOTARY . f , � Michelle L. Scavone -I Commission # DD642433 � ' ; My Commission Expires °•n % MAY I5, 2011 ho has entification. Initial 03/02/2009 - 5:01pm 2007 FLORIDA IUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES z 0 Fd.03 Semen/00 dIng111 CaladatorslASCE 7-051 FLB - ASCE 7-02 Pressure Charts (040).dwg CL TSB 98TISSUE REVISE FOR 07 FBC DRWN CHKD FLB FLB DATE 04/19/08 0223/09 r - - mis DOCUMENT IS THE PROPERTY OF FRANK BERNARDO, PE AND BHAL.L NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS. ADDITIONS. HIGILIg11WQ OR OTHER VARKNITS TOTHS DOCUAENT ARENOTPERMIT ®AID INVALIDATE OURCERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT + WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. TM TABLES ARE ONLY V2 THIS SPECIFICATION IS INTENDED TO ILLU57 DESIGN D 2. 4PiriS RES AVM USE OF THESE TABLES AND CORRESPONDING WIND , EXPOSURE, AND 011 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED VL•RIFTED BY TH8►OOVERNING • • BUILDING DEPARTMENT AND PERMIT HOLDER. NtI FOR AC:21IITY OF TABLE • VALUE USE IS OFFERED HEREIN. • 3. THIS SPECIFICATION IS NOT INTENDED TO 0386611184PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER • • APPROVALS FOR DESIGN & INSTALLATION INFORMANN4 .ND APPLTCABILL1I�IT' OF TH TRd i • •• VALUES WHICH I5 TO BE VERIFIED BY OTHERS IIITVI TCCORRDANCE W101iri01�4N1NG ES. 4. DESIGN 1S BASED ON THE 3 SECOND GUST LOCITY) MDR A CATEGORY IT• • • • • (GENERAL. RESIDENTIAL & COMMERCIAL. SING AN PORTANCE FACTOR', • I =1.0. THESE TABLES NOT FOR USE WITH ESSE LITIES 1111, EMBLY OCClIF NCN 6. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIMUS6 Y. THEE = NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCplot / -0.18) BUILDSII N 3 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTINR5iMPHILMAL BUILDING DEPARTMENT. = HIGH VELOCITY HURRICANE ZONE. TABLES ARe FOR•WAILLS AND VERTICAL SURFACES S. ADHERE TO ALL LOCAL IMPACT PROTECTIONSIS17.M ERDINANEES. • 6. NO CERTIFICATION IS OFFERED FOR THE INV GRIT OF THE H 9T RUCRIRE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, Ito ADIp1T 0NAL CERTIFICANONS OR • • AFFIRMATIONS ARE INTENDED. • • • •••• • ao 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, • WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTA••••• • • • DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 68888 1 MRH= O -60'l BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 10 Tributary PRESSURES (PS9. Tributary Area (So Ft) Zona 5 15 20 Area So Ft) 35 40 45 60 25 30 0 -15fl I... -50A 92 -47.8 -421 -413'a +47_7 +42.3 1 16 ft . 16 ft 41.1 447.1 -49.8 +46.9 -49.0 +45.0 -48.3 +44.3 07,4 fl fl -47.3 +43.3 -48A +42.9 -53.2 +422 18 ft -52.4 -51.1 -502 -49.5 +45.4 20 ft 22ft .47.7 +43.8 -47.3 +432 20 ft R q -57.6 +45.4 - 24 ft -48.7 +44.5 -48.4 +44.2 22 it 587 +483 72. 4 7 1 R 26 - -- 28 ft 47.1 +W$ 1 1 ! v 1 24 ft -59.6 +47.1 -58.9 +46.7 t 26 ft 423 +48.7 50.6 447.8 -59.9 +47.4 30 R e!n N q1,4 -51.6 +47.1 443 +49.9 28 ft 423 +48.8 41.5 +48.5 igq -739 +84.6 +552 -74.8 +55.9 75.7 +58.5 -76.5 +57.1_ 773 +67.7 -78.0 +58.3 1. 7 13 nIq Y' X4 1 q n m q ! n Im alp a c q a q at Vid114f ;141 NmNN m ct qgq'ol" g 4 4.44 1 r .1101 n�! gN F g q qis og Ni•aq ct in l n 0 . en '4 4114 V _ _ 346 36 ft 38 R _ 40 ft 32 ft f14 1 11 flq 46 R 08 R 34 ft 38 ft ql. — ! at q� q 4114 38 ft -59.8 +65.0 40 ft ry a t, I l L m $1 ;1 -73.0 +56.3 -73.8 +58.8 -74.2 +572 -749 +577 -75.9 +58.6 1 .64 ki quo q VI gq:q 68 ft 42 ft _ 80 R 44 ft -57.5 +52.8 -57.1 +52.2 46 ft 423 +57.3 S8.1 +53.1 57.7 +82.7 48 ft -64.4 +59.4 429 +57.8 41.7 +58.7 -80.8 +559 4 +58.3 !m o clo m, 1 g3 ta Iq ql�m U qq c ? °qic! g ® 111I pl ki- :'NQ.gq j311114f f 50 ft -64.9 +59.9 -63.4 +583 -621.4 -62.2 +572 52 ft 45.5 +80.4 -63.9 +58.8 41.9 +58.8 -62.4 +57.2 54 ft -68.0 +80.8 -64.4 +592 I 56 ft -86.5 +813 44.9 +597 -63.7 +58.5 -829 +51.7 i q!o nl f 4;41 80 ft -67.5 +62.2 -65.8 +60.8 44.7 +59.4 43.8 +58.5 ? 03/02/2009 - 5:01pm 2007 FLORIDA IUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES z 0 Fd.03 Semen/00 dIng111 CaladatorslASCE 7-051 FLB - ASCE 7-02 Pressure Charts (040).dwg CL TSB 98TISSUE REVISE FOR 07 FBC DRWN CHKD FLB FLB DATE 04/19/08 0223/09 r - - mis DOCUMENT IS THE PROPERTY OF FRANK BERNARDO, PE AND BHAL.L NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS. ADDITIONS. HIGILIg11WQ OR OTHER VARKNITS TOTHS DOCUAENT ARENOTPERMIT ®AID INVALIDATE OURCERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT + WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. TM TABLES ARE ONLY V2 THIS SPECIFICATION IS INTENDED TO ILLU57 DESIGN D 2. 4PiriS RES AVM USE OF THESE TABLES AND CORRESPONDING WIND , EXPOSURE, AND 011 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED VL•RIFTED BY TH8►OOVERNING • • BUILDING DEPARTMENT AND PERMIT HOLDER. NtI FOR AC:21IITY OF TABLE • VALUE USE IS OFFERED HEREIN. • 3. THIS SPECIFICATION IS NOT INTENDED TO 0386611184PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER • • APPROVALS FOR DESIGN & INSTALLATION INFORMANN4 .ND APPLTCABILL1I�IT' OF TH TRd i • •• VALUES WHICH I5 TO BE VERIFIED BY OTHERS IIITVI TCCORRDANCE W101iri01�4N1NG ES. 4. DESIGN 1S BASED ON THE 3 SECOND GUST LOCITY) MDR A CATEGORY IT• • • • • (GENERAL. RESIDENTIAL & COMMERCIAL. SING AN PORTANCE FACTOR', • I =1.0. THESE TABLES NOT FOR USE WITH ESSE LITIES 1111, EMBLY OCClIF NCN 6. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIMUS6 Y. THEE = NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCplot / -0.18) BUILDSII N 3 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTINR5iMPHILMAL BUILDING DEPARTMENT. = HIGH VELOCITY HURRICANE ZONE. TABLES ARe FOR•WAILLS AND VERTICAL SURFACES S. ADHERE TO ALL LOCAL IMPACT PROTECTIONSIS17.M ERDINANEES. • 6. NO CERTIFICATION IS OFFERED FOR THE INV GRIT OF THE H 9T RUCRIRE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, Ito ADIp1T 0NAL CERTIFICANONS OR • • AFFIRMATIONS ARE INTENDED. • • • •••• • ao 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, • WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTA••••• • • • DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 68888 1 MRH= O -60'l BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 10 DESIGN PRESSURES (PS9. Tributary Area (So Ft) Zona 5 15 20 40 45 - 50 25 30 35 0 -15 ft 432.2 +48.5 -59.8 +45.2 -58.0 +44.4 55.6 +43.1 - 549 +42.7 -521 +41.9 42.5 +41.6 16 ft -63.1 +47.1 40.6 +45.9 10111 ft4 I�q N 14 114 1I 07,4 fl fl - 53.9 +42.5 -53.2 +422 18 ft m _ glut ct ct i N at' 141 3 3 20 ft 22ft 1 .1- a ct o vl A 1 7: R q -57.6 +45.4 24 ft -60.3 +47.1 -59.4 +48.7 587 +483 72. 4 7 1 R 26 - -- 28 ft 47.1 +W$ 41.4 +47.9 q -59.6 +47.1 -58.9 +46.7 t a N 423 +48.7 50.6 447.8 -59.9 +47.4 30 R -72.0 +539 -65.6 +50.8 443 +49.9 532 +49.4 423 +48.8 41.5 +48.5 32 ft -739 +84.6 +552 -74.8 +55.9 75.7 +58.5 -76.5 +57.1_ 773 +67.7 -78.0 +58.3 1. 7 13 nIq Y' X4 1 q n m q ! n NmNN m ct qgq'ol" g 4 4.44 1 r .1101 n�! gN F g q qis og Ni•aq ��ggqo _ _ 346 36 ft 38 R _ 40 ft 42 ft 44 ft 46 R 08 R -71.8 +55.3 -72.4 +55.8 -70.4 +54.8 -71.0 +55.1 • ? a • lq 4.6 q q';o.q!roci ' N!q 4 1: 4 4 w ■et Nm n 50 ft 52 ft 64 R ry a t, I l L m $1 ;1 -73.0 +56.3 -73.8 +58.8 -74.2 +572 -749 +577 -75.9 +58.6 1 .64 ki quo q VI gq:q 68 ft IN s io l +I� _ 80 R 03/02/2009 - 5:01pm 2007 FLORIDA IUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES z 0 Fd.03 Semen/00 dIng111 CaladatorslASCE 7-051 FLB - ASCE 7-02 Pressure Charts (040).dwg CL TSB 98TISSUE REVISE FOR 07 FBC DRWN CHKD FLB FLB DATE 04/19/08 0223/09 r - - mis DOCUMENT IS THE PROPERTY OF FRANK BERNARDO, PE AND BHAL.L NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS. ADDITIONS. HIGILIg11WQ OR OTHER VARKNITS TOTHS DOCUAENT ARENOTPERMIT ®AID INVALIDATE OURCERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT + WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. TM TABLES ARE ONLY V2 THIS SPECIFICATION IS INTENDED TO ILLU57 DESIGN D 2. 4PiriS RES AVM USE OF THESE TABLES AND CORRESPONDING WIND , EXPOSURE, AND 011 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED VL•RIFTED BY TH8►OOVERNING • • BUILDING DEPARTMENT AND PERMIT HOLDER. NtI FOR AC:21IITY OF TABLE • VALUE USE IS OFFERED HEREIN. • 3. THIS SPECIFICATION IS NOT INTENDED TO 0386611184PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER • • APPROVALS FOR DESIGN & INSTALLATION INFORMANN4 .ND APPLTCABILL1I�IT' OF TH TRd i • •• VALUES WHICH I5 TO BE VERIFIED BY OTHERS IIITVI TCCORRDANCE W101iri01�4N1NG ES. 4. DESIGN 1S BASED ON THE 3 SECOND GUST LOCITY) MDR A CATEGORY IT• • • • • (GENERAL. RESIDENTIAL & COMMERCIAL. SING AN PORTANCE FACTOR', • I =1.0. THESE TABLES NOT FOR USE WITH ESSE LITIES 1111, EMBLY OCClIF NCN 6. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIMUS6 Y. THEE = NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCplot / -0.18) BUILDSII N 3 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTINR5iMPHILMAL BUILDING DEPARTMENT. = HIGH VELOCITY HURRICANE ZONE. TABLES ARe FOR•WAILLS AND VERTICAL SURFACES S. ADHERE TO ALL LOCAL IMPACT PROTECTIONSIS17.M ERDINANEES. • 6. NO CERTIFICATION IS OFFERED FOR THE INV GRIT OF THE H 9T RUCRIRE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, Ito ADIp1T 0NAL CERTIFICANONS OR • • AFFIRMATIONS ARE INTENDED. • • • •••• • ao 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, • WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTA••••• • • • DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 68888 1 MRH= O -60'l BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER. BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.eov/buildinecode Sunshine Windows Manufacturing, Inc. 1745 W. 33r 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 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 4302 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. PW08 - 01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/22.'08, prepared by Sunshine 'ri ',ndows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by theMiami-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. REVISION 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 t# rminste this NOA. Failure to comply with any section of this NOA shall be cause for termination and r'moval of *+UA. 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 - 0314.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was revitwedb}i ouei erezyP � MIAMNDADE C BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ... .. • • • .. ... • • • • ... • • . • • ... • • • • • • • • • • • • • • .. .. • • • .. .. . • • 000 • • NOA No. 08- 0902.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302.Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 51 Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. • (Submitted under previous NOA # 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by. Sunshine Windows Manufacturing, Inc., dated 08/20/08, signed and sealed by Franco Hernandez, 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 "Saflex IIIG Clear or colored interlayer" dated May 04,2006, expiring on May 21, 2011. • F. STATEMENT'S 1. Statement letter of conformance, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory coinpliance letter for Test Report No. FTL -3388, issued by Fenestration TestingLaboratory, Inc., dated September 5, 2002, signed and sealed by. Joseph Chan, P.E, (Submitted under previous NOA # 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 03- 0314.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — Impact ", approv en 09/11/03 and expiring on 09/11/08. ••• ••• • • • • • •• / /' i� w • • • • Manuel Pe .E, Product Control er • • • • NOA No. 0. •02.10 Expiration Date: September 11, 2013 • ••• • ••. •• • • • • • • • • • • • Approval Date: October 23, 2008 • . •C •• • • • • ••• • • •• • • • • • • ••• • • • • •• • • • • • • • ••• • • • • • • • . • • ••• • • t.• • • • • • • • • • •• • • • •• •• • • ••• • :• WINDOW SIZE L83 INCHES DESIGN PRESSURE CHART- PSF NQbID1:9OP ANCHORS PM NEC. . �_�i INCLINED SIDE SNORT SIOE 108 X 26 11 12 3 75.00 75.00 96 X 26 10 11 ' 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 55.50 55.50 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90,00 63 X 46 7 8 5 72.00 72.00 63 X 39 7 8 5 83.78 83.78 63X37 7 8 . 4 86.32 86.32 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.13 73.13 53 X 46 8 7 5 76.30 76.30 53 X 39 6 7 5 90,00 90.00 5.3 X 37 6 7 4 90.00 90.00 53 X 26 6 7 ' 3.. 90.00 90_ 1 53 X 6 7 3 90.00 90. 46 X39 5 6 5 - 9 7 0 - .00 - 901X1 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90,00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 .38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90,00 90.00 26 X 19 3 4 3 90.00 90.00 74.X 39 8 9 •5 76,42 78.42 74 X 37 8 9 4 79.10 79.10 74 X 26 8 9 ' 3 90,00 90.00 74 X 19 8 9 3 _90.00 90.00 PA RECTANGLE TYPICAL ELEVATION TYP 90" CORNERDRTAIT, wan E MFIL90 NOTE • CORNERDETAIL82 ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL. 2, FOR CONNECTION 10 METAL STRUCTURE USE 1/4' SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A36 WITH 12 Go MINIMUM WALL. THICKNESS. ALUMINUM ALLOY 6063 -75 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR W000 STRUCTURE USE 1/4' SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMIIATED GLASS USING TWO LITES OF 4/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1116 INTERLAYER FILM. WELDING: • FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITWER4O43 FILLER ALLOY P$4D12C P NEWSH sum 31ArAhdOrla A m,B Exesciat TRAPEZOID • • TYPICAL ELEVATION • • • •••• • • • •• • • • ••• • • • • • • •• •• •• M • • • • • • •••• • • • • • • •• • s••• • • 4'- 2S -08 awx 0 MEOW= PIMA PE f 51393 • • • • • • •• DRAWING N0. RWO8 -01 SHEET 1 OF 8 • • • • • • • • • • s • • a � le a l DESIGN PRESSURE CHART - PST NGMBER. OP ARMOR* POS. NEG, SILL. JAWS e TOP 26 X 108 . .3 11 4 90.00 90.00 26 X 96 3 10 4 90.00 90.00 26 X 91 3 10 4_ . 90.00 90.00 28 X 84 3 9 4 90.00 90.00 37 X 76 4 8 6 55.50 55.50 26 X 78 3 8 4 90.00 90.00 19 X 78 3 8 3 90.00 90.00 46 X 63 5 7 7 .72.00 72.00 39 X 63 5 7 6 67.20 87.20 37 X 83 4 7 6 70.10 70.10 26 X 63 5 7 4 90.00 90.00 19 X 63 •. 3 7 3 90.00 90.00 48 X 48 5 5 7 73.13 73.13 48 X 53 5 6 7 72.00 72.00 39 X 53 5 6 , 6 82.50 82.50 37 X 53 4 8 6 84.00 84.00 26 X 53 3 6 4 90.00 90.00 19 X 53 8 3 90.00 90.00 39 X 46 5 . 5 6 90.00 90.00 37 X 46 4 5 6 90.00 90.00 26 X 46 3 5 4 90.00 90.00 19 X 46 3 5 " 3 90.00 90.00 37 X 38 4 4 8 90.00 90.00 26 X 38 3 4 4 90.00 90.00 19 X 38 .3 4 3 90.00 90.00 26 X 26 , 3 3 4 90.00 90.00 19 X 20 3 3 90.00 90.00 39 X 74 .. 5 8 6 66.60 68.80 37 X 74 4 8. 6 57.00 57.00 26 X 74 3 8 4 90.00 90.00 19 X 74 3 8 3 90.00 90.00 • CORNERDETAH41 TYP. etbRNER Tw:rAn. • Avow *up awe OWL 1 • • • UPRIGHT RECTANGLE WITH CIRCLE TOP. TYPICAL ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT WITO WALL. 2. FOR CONNECTION TO META&. STRUCTURE USE 1/4" .S1AS. STEEL MATERIAL SHALL CONFORM TO ASIA 4500.4653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM AU.OT 6063-75 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE. 2004 • FLORIDA BUILDING CODE: GLASS: 0.34" OVERALL. LAMINATED GLASS USING 1WO UTES OF 1/6" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLa INC INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 F1U.ER AU-0Y PRODUCT RENEWED as soszvAisswitisdreFtarirla A • : • • 02.10 Edo Ely Product • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • FRMO HONOR= F%0 PC I 5139.3 • • • • • • • • • • • • • • • • • • 4 •• • • • • et- • • • ce2 0 • • a• • • • • • • • • • o • 0 • COMM NO. PW08-01 $HEET 2 OF 8 • • • • • • • • • • • • • • • II • • . I • • • • • • • 1 • • • • • • • • • • • • WINDOW SIZE W x H INCHES - DESIGN PRESSURE • CHART - PSF NUMBER OF ANCHORS r NEG. s u CIRCLE TOP JAMS 108 X 28 11 16 3 90.00 90.00 96 X 28 10 14 .3 90.00 90.00 91 X 26' 10 • 14 3 90.00 90.00 84 X 26 9 ' 13 3 90.00 90.00 78 X 37 8 12 4 55-.50 55.50 78 X 26 8 12 . 3 90.00 90.00 78 X 19 8 12 3 • 90.00 90.00 63X46 7 10 5 72.00 72.00 63 X 39 7 10 4 67.20 67.20 63 X 37 7 10 4 70.10 70.10 63 X 26 7 10 3 90.00 90.00 .83 X.19 7 10 3 90.00 90.00 48 X 48 5 . 7 5 73.13 73.13 53 X 46 6 9 5 72.00 72.00 53 X 39 6 9 4 82.50 82.50 53 X .37 6 9 4 84.00 84.00 53 X 26 6 9 3 90.00 90.00 53 X 19 6 9 3 90.00 90.00 46 X 39 5 7 4 90.00 90.00 46 X 37 5 7 . 4 90.00 90.00 46 X 26 5 7 3 90.00 90.00 46 X 19 5 7 3 90,00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 , 6. 3 90.00 90.00 .38 X t9 4 6 3 90.00 90.00 26 X 26 .3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 12 4 56.40 56.40 74 X 37 8 12 4 59.10 59.10 74 X 26 8 12 3 90.00 90.00 74 X 19 8 12 3 90.00 90.00 CORNERDETAIL#1 TYP.90'CORNERDETATL 4* WY. intact' 1DIN M k• .k SIDEWAYS RECTANGLE WTITi CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4' ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4". MI5. STEEL MATERIAL. SHALL CONFORM TO ASTM A500,A653 . THIC A36 WITH 12 Go MINIMUM AL LUMIIN ALLOY 6063 -75 WITH 1/8- MINIMUM MM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2 MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS ?HE REQUIREMENTS OF THE 2004 FLORIDA BUILDING 000E. GLASS; 0.34" OVERALL LAMINATED GLASS USING 1000 LITES OF 1/8' HEAT STRENGTHENED G1.466 WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING. FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY rx o>N1CrfENEW80 a��s+os mcf.'Id. Elvgav 014s o cre.a Expir • 111 O1 s5- .i� 1Kk. . • • • • • •• • •• •• • • •••• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • _t Col • • • • • • • • • • • twomgo 110. PW08 -01 SHEET 3 OF 8 • • •• • • ••• • 1111 0. • • 1.1 • • • ••• •• ••• • ••• • WINDOW WE W R H IN DESIGN PRESSURE CHART - PSF NU OF ANCHORS POS. FT SB,L ARCH 108 X 26 - 11 14 90.00 90.00 96 X 28 10 13 90.00 90.00 91 X 26 10 13 90.00 90.00 84 X 26 9 12 90.00 90.00 78 X 37 8 14 55.50 55.50 78 X 26 8 12 90.00 90.00 78 X 19 8 11 90.00 90.00 63 X 32 7 12 75.00 75.00 63 X 26 7 10 90.00 90.00 63 X 19 7 9 90.00 90.00 48 X24 5 9 90.00 90.00 53 X27 6 10 90,00 90.00 53 X19 6 8 90.00 90.00 46 X 23 5 9 90.00 90.00 46 X 19 5 8 90.00 90.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 57.00 57.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4 ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4' SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A.36 WITH 12 Co MINIMUM WAU. THICKNESS. ALUMINUM ALLOY 6063 -15 WITH 1/8' MINIMUM WALL THICKNESS, 3. FOR CONNECTION TO 281' W000 BUCK OR W000 STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34' OVERALL LAMINAitU GLASS USING TWO LTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFIEX 1110 INTERLAYER FILM. WELDING: • FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WED WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043. FILLER ALLOY YADDUCI'P.WEU m. -1$1 %OW. the Placid• SopiffaittiDate •• • • • • • •• • • • •• • • • • • • • • • • •• • • • •• •• • • • • •• • • • • •• • R - 2� - 08 FP.iNCISCO NEPNOMEZ PURIM PE 5130.1 • • • • K7 • • • • • • • • • • Wes 08 -18 -08 s 1/2' •1' °PAWING N°. PWOB -01 SHEET 4 OF 8 • • ■ • • • • •• • • • •• •• • • ■ •I • •• • FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSEITVE =+90.00PSF NEGATIVE=-90AOPSP 9UARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITLVB =+90AOPSB NEGATIVE =- 90.031.SP CORNER DETAIL #1 TYP. 9d CORNER DREAM (1) CORNER DETAIL B2 • Y SCRBrs is M 1" QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSTIIVE =+90.00PSP NEGATIVE =- 90.00PSB ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1 4' SMS. STEEL MATERIAL SHALL CONFORM TO ASIA 50 AA653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-15 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34' OVERALL LAMINATED GLASS USING 11/0 LITES OF I/8 ". HEAT • STRENGTHENED GLASS WITH A•0.090 SAFLEX RIG INTERLAYER FILM. WELDING: • FOR. CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED HS complying ',Mille Florida Beaus Can Acttyt.=No -0 , . 10 • • • • • •• • • •••• • • • • • •• • • is • • • • • • • • •• • - 25.08 FRANCISCO HERMIDFz FIDRIOA FE / 31303 • • • • • � S • • • •* • • • RFRF Oaks 1004. - ! �.�.� 1 2'm1 R•.want oe -23-0 Pantaloon DRAWING No. PW08 -01 SHEET 5 OF 8 ••• • • •.• • •• • •• • •• ••• • • OCTAGON • TYPICAL ELEVATION DESIGN PRESSURES 'POSITIVE = +90.03 PsP NPAA77VE = AO.00PSP Ir. i fr 2 MOORS PER SIDE (moo. CORNER DETAIL 01 HEXAGON TYPICAL ELEVATION DESIGN PRESSURES rosmVB =.9D.oDPSP NEGA77VE =- 90AOPSE' 2 ANCHORS PER SCE (17F1DI ) • ANCHORS: 1, FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL.. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ATM A500.A653 OR A36 WRH 12 Go MINIMUM WALL THICKNESS_ ALUMINUM ALLOY 6063 —T5 WITH I /8" MINIMUM WALL THICKNESS. • 3. FOR CONNECTION TO 28Y W000 BUCK OR WOOD STRUCTURE USE 1/4' SMS 1 1/2 MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQIAREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: • 0.34" OVERALL. LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLDC WO INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET *EL) WITH 1 1/4' MMIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCTRSNEWED s comptein2 widt W. }logic)* SonfroE Code AceoptmmWo O: -0 ' 02.40 Daft 4:1111/L By • : y. Di g •� • • • • • •• • • •••• • • • •• •••• • • • • •• •• • • • • • • • • • • • • • •• • • �l 25 -06 NRAN0600 NERNNC L fW910A PE # 51393 Su sl ine W Ibmfacheing, Inc. • 1745 w, 33,d Pbo► NI.e., Rorko 33012 Phi (302)304.9952 Pain(30s)30.5110 • c O • • . • • • • • • 0• 1PArin9 NO. PW08 -01 SHEET 6 OF 8 • • . • • • • • • • • • • ` • . • 1/4' MAX. • SHIM SPVE ATTACH[HBNT TO MASONRY TYPICAL ANCHORS - ••-�1/4' TMCONS 1 1/2' MIN. EMBEDMENT INTO MASONRY TROUGH 1' BY 111000 BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 70 ELEVATIONS AND DESNCH PRESSURE CHARTS.) DETAIL VAJDS FOR MON HAD AND SILL 2 1/2' MIN. 2 1/2' MEN ATTACHMENT TO PRECAST SILL TYPICAL ANCHORS —1/4' TMOONS 1 1/2' MIN. EMBEDMENT MASONRY (FOR MAX. MMAKANCHOR SPACING AND NUMBER OF ANCHORS REFER 10 ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL YAMS FOR SILL ONLY TYPICAL SECTIONS ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4' SUS 1 1/2" INN. PENETRATION INTO W000. (FOR HAIL ANCHOR SPACING AND NUMBER OF ANCHORS REFER 10 ELEVATIONS AND DESIGN PRESSURE CIIAR{S.) DETAIL VAUOS FOR JAMBS. HEAD AND SD . M cower APRN7VFA ULLION ATTACHMENT TO MULLION DETAIL 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACNIG AND NUMBER OF ANCHORS DESIGN PRESSURE I C CHARTS.) ATKMS ANO DETAIL VAUOS FOR JAMBS, HEAD AND SILL ATTACHMENT 10 META'; STRUCTURE (STEEL. OR AWIBNUM - 1/B' MIN THIC%OHESS) - ' ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS THOUGH METAL (FOR MAIN ANCHOR SPACING AN0 NUMBER OF ANCHORS REFER TO EaEVAIONS AND 0EsN:N PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS. HEAD AND SILL Sultan M Dapiudia°Dam . •_ill, ' 0 • • • • • • • • •• • • • •,•.••• • • •••• • • • • • •• •• • • • • • •• • TYPICAL ANCHORS /4" TAPOOtS 1 1/2" MN. OIBEDMENT INTO MASONRY THROUGH 1' BY W000 BUCK OR NON SHRINK HON MMTAUJC GROUT (FOR IAN( ANCHOR SPACING AND NUMBER OF ANCHORS REFER 70 ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAJOS FOR SILL ONLY • •• • •. • •• • •• • •■ •■ • 4 •• •• •• • •• • Drown b RF D.M.: 1 s.ew 1 r'. RwMbni09 -23-Q8 RrANIOns CROON NG PWO8 -01 SHEET 7 • 0F 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ITEM# PART DESCRIPTION MATERIAL 1 SW -101 NEAP, SILL ANO JAMB 6063 -T6 2 SSW -101 GLAZING BEAD 8063-76 3 ANCHORS SEE EEVKfWN SHEETS 4 / 8' X 1" PH S.M.S' ASSEMBLY SCREW 8 .340" LAMINATED GLASS /HEAT STR SEE GLAZING DETAIL SHEET 7 6 - STRUCTURAL. SILICONE OOW CORNING • 899 • A SECTION A - A GLAZING DETAIL SECTION B - B MATERIAL LIST els • 02.10 Exptmdonnme •L',• dry •• • • •••• • • •••. • • •• •• • • • • • 1.312' ITEM No. 1 � PART SW -101 FRAM 8395 304 0.050 REM No. 2 PART SSW - 101 GLAZING BEAD • • •• • • °l - 25 - 08 NRINa•oO 140061191EZ FLOWN PE 1 •13•] •••• •••• • • ••K• W •I • • ^ 4 •• ••"t• t I• i .l • • • • •••• • •••• Urn RF s i . o 1 1 2 _a **Mt 1 /2 Ntiblar 09-23-06 PeNda• CNN** No. PW08 -01 SHEET 8 OF 8 •••• • • • ••• • • ••6• • • • • ►• • •S• • • • •••• • •••• • MIAMFQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine 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 e •1�, i f lief i Y . i e , is n eat 1 ., 0 - - 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 Divisions. 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 inspectipn jqb see at tlie realest of the Building Official. This NOA renews NOA # 01- 122614 and of ais Me: fined evidence page E -1, as well as approval document mentioned above. • • • • • • • ••• • The submitted documentation was reviewed by vl'anuell'erez, f '.J . • • • ••• • •• •• • • • • • • • • o • • • • • • .• • • • • • • •' •' • • • •• • •• . • • • • ••• • • • • ••. • • • • • • • • • • • • • •• •• ••. • • • • ••• ••• • • • • • • • • • • • • •• • • 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.buildinecodeonline.com NOA No 06- 0214.02 Sxpiration Date: January 25, 2012 'Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01.07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. • B. TESTS . 1 TPsr rrpnuts on I) arge Missile. TmpacLTestper 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. • • . . .. • . • • • • • • .. .. . .. • • • . • • • • .. • • • • ... • . .. • • • ▪ .. • • .. • • • • • . • • .. • • • • . .�_1. .. • • . .. • • • • ... • • • • • • • • • • • • • • • • • • • • • . • .. • • • • • .. • • . .. • • • ... • • i /_ /... 411. Manuel ' erez, P.E. Product Control Di NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 .VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED . TO ACHIEVE THE DESIGN PRESSURE. VERTICAL MULLION APPLICATIONS GENERAL NOTES: 1. MULLIONS SHALL BE USED ALONG WM-I MIAMI DADE APPROVED GLAZING UNITS. GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES r THRU 6- HORIZONTAL 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-75. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULUON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING ARE CONSIDERED. ON UNITS • • • • O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FROMM HERNANDa FLORIDA PE 5 • • • • • • • • • • Sunshine Windows blonutocludrig, 1748 W. 31r• Moos •8.1.0t, Hedge 3302 Fi rsiiS12 411 • • . z •••••2 • • • • • • • • • • • • • • • • • • • • • • • • • • Dt „,„ RF eitE9-30-05 ft. 60.4 R4011411011S DRAWING Nal SW 1 —07 SHEET • 1 OF 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1118E 089514 5199 91039.ffit PI MO 1X2 50.63 59.03 83.00 90 60 50 40 30 20 60 80 70 Bo 50 40 30 20 80 80 70 60 50 30 90 80 70 60 50 40 90 39.20 4}.1O 50.40 *so 70.58 88.19 117.59 178.39 25.61 30.73 38.42 51.22 76,84 2839 37.86 56.79 2659 39.89 TUBE SPAN IP P 90 79.81 58.00 63.00 SO 89.79 70 102.61 60 119.71 50 143,66 40 176.57 30 236.43 20 389.14 90 45.86 80 51.59 70 38.99 60 69.79 50 32.55 40 103.16 30 1 37.$e 20 206.3b 90 36.06 90 40,56 70 44.36 60 54.09 50 '6490 40. 81.13 30 109,17 20 16226 9O 25.32 • 80 29.49 70 3258 60 37.99 60 49.58 40 $6.98 3o 75.97 20 113,93 1111E 1x3 1 00E11 FOR INTER MATE VALUES OF SPAN ANOJOR TRIBUVRY 'MOTH TO OEf00MNE DESIGN PRESSURES. SPAN 74.25 94.00 9630 14911TARt 06910/4 X 91 V IRE 90 - 90 70 60 50 27.84 40 34.81 30 46,41 20 6&81 90 80 70 60 50 40 60 70 93 50 40 3o 30 3206 20 48.03 1118E 1x4 SPAN 30.63 56,00 6300 74.25 r 90 7365 80 82.86 70 94.69 60 110,47 50 132.57 40 16571 30 220.05 20 351.42 90 66.0 60 6733 70 77.40 60 90.30 50 106.36 4o 135.45 30 180.61 20 270.91 90 47.57 80 53,51 70 • 61,15 60 71.35 5050 85,62 40 107.03 .30 142.70 20 214.05 90 33.13 80 37.27 70 4239 60 49.69 50 59,63 40 74.54 30 09.58 20 14907 TUBE 1x4 SPAN 94.00 88,00 106.40 y• 90 80 25.74 70 X4242 60 3432 50 41.19 40 51.49 • 30 69.64 20 102.93 90 80 70 60 50 2730 40 34.49 30 48,96 20 68.97 90 80 70 90 50 40 30 32.29 20 48.44 HORGSNpL IMnUON VERTICAL MULLION 19991T.IRY 41111- _7454.92 CIAUp6 PRODUCT s. •• • • •••• .. . -• 91 192 TRIBUTARY 8114.w1 .3 w2 2 14AI L 1691511 ••• • • • • • • • • • • • • •• • •••• • ••• • 411 HERMAN= nom PE # 61383 Sunshine Voidness Ilanuf0duMg, 1110. 1145 9.331.4 Plea Oxide 9 5 30 3929 -593 F 323399 -6118 R3 C c;,[ 0 'ski y • • • •••• 6 • • • 1 • • • • • � •••• 6 • • •••• 6 •••• Dram en RF 0a1.: 8 -30-05 scow NT$ RerbOare R.d.bet 00.48/NO NO. SW- .Q1 -07 • SHEET 2 OF •7 • • • T148E svAEt rirpmft 0E204 TUBE SPAN Warm (ul bEspa g 90 107.49 90 33.39 80 120.93 80: 37.56 70 13820 . 70 42.93 30.63 60 t 81 . 23 69,00 60 50,09 50 198.48 50 80.19 40 241.85 40 75.13 30 322.47 30 100.17 20 483.70 20 16026 90 87.86 90 - 80 99.85 - 80 25.16 70 112.97 70 29,76 86 60 131 y � 60' - 33.55 • 50 158.15 50 40.26: 40 197.69 40 5033 ' 30 26169 30 67.11 2x4 20 395.38 z X 4 20 100.66 2 x 6 90 69.42 90 90 - 90 - 80 78.10 80 60.31 80 - 60 . 70 89.26 ' 68.92 70 - 70 - 60 104.13 ' " 80.41 - 60 - 60 6390. 1 OO 60 12498 50 28,28 50 3996 40 156.20 40 120.62 40 33.35 40. • 30 20827 30 16092 30 47.13 20 65.13 . 20 31240 20 24124 20 70.70 20 97.69 90 48.36 - - • 90 -.. 90 - 80 5439 60 45.17 60 - 60 70 92.16 70 52.77 70 - 70 74.25 GO 7252 60 120.00 69 - 60 27.36 50 87.02 50 7388 50 - . 30 3284 40 108.78 40 62.33 40 25.77 40 41.04 .30 145.04 30 123.13 30 34.36 30 54.73 20 217.56 20 184.70 20 3144 1118E IRMARI SPAR 71111 1741 DESIGN PRFAURS 5'N4 MEM? ' (Aid 01399N " {N] 10 15.30 90 32.43 80 101.22 W 36.48 70 .12253 70 41.40 63.00 60 142.96 108.00 W 4684 50 171.8 50 58.37 40 214.43 40 7297 30 28591 30 9749 20 42887 20 145.93 00 6181 90 2627 80 77.11 - 80 29.55 70 6821 70 3677 7115 W 102.92 120.00 W 39.40 • 50 125.50 90 47.28 40 134.35 40 58.10 30 20593 30 78.80 20 30835 20 11821 2 x 6 1 x 6 90 53.61 90 - 80 60.31 60 . 70 68.92 70 - 8 60 80.41 - . 132.00 60 32.56 60 96.49 50 3996 _ 40 120.62 40. 48.83 30 16092 20 65.13 20 24124 20 97.69 • 90 41.04 90 - 60 45.17 60 70 52.77 70 - 60 61.37 60 27.36 116.00 50 7388 144.00 30 3284 40 62.33 40 41.04 30 123.13 30 54.73 20 184.70 20 6204 N4328: 24TERPOIA7E FOR 241F2MEDI4F WAL11ES OF SPAN AN0 /012 TRIBUTARY. 11/10T11 TO 06ERM94E 005108 PRESSURES. •HOR120NTAL 111J1.U014 14Ullx)N wow& 968.. .A + 4 2 BEIZSIELAILUI TRIOUTARY WON. 81 + 212 2 • • • • • • • • • •••• • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••4i••• •' • ANCHOR TYPE AA0 SPAN OW 0131641 Auto - MEOW r B•a• 38.38 50.63 5700 93,00 65 60 40 20 65 50 30 20 57 50 30 20 52 20 F rat !m 1 err "Sr 64.98 43 66.61 92.05 138.07 278.14 64.42 83.74 40 84.11 139,7 209.35 65.24 A 74 .37 123.96 18504 .. 64.70 112.15 168.23 40 7400 30 20 36 30 41400 20 34 9600 30 108,00 20 30 25 20 71.61 95.48 143.22 64.70 64.11 126.17 64.94 73.60 110.40 65.42 7851 98.13 Nara 641ER FOtATE FOR 81TERNF244IE VAUI6 OF SPAN *0 /00 TR EVIN ( WIDTH TO DEI15 0E504 PRESSURES. •• 50.83 63.00 64.00 08101 MOOR iRr ' 9808 1 ` ( 4 63 96.52 65 46..1 70 119.63 60 139,57 46 474.46 85 97,50 70 10625 60 12396 50 148.75 42 17706 BS 79.17 65 10353 SO 13448 BC & E 36 177.08 • 85 6927 70 84.11 50 11738 33 178.42 O 59.37 70 72.10 50 109.94 29 17403 OS 5125. 70 8309 9600 50 *32 40 110,40 25 176.64 108.00 120.03 132.00 144.00 70 . 5608 50 7851 40 38.13 22 178.42 65 41.56 70 50.47 50 7066 40 86.32 30 117.76 20 176.64 78 44.17 70 45.88 50 64.23 40 8029 30 107.0 20 16058 73 40.13 60 49.07 50 5898 40 73.60 30 98.13 20 14720 4' •RIB ow 80)$ Wl 4 • • • H loam 4,WIH- yII 4 W1 • • • • • ••• • ••• • • • • •• 140 • •••4 • • • • • •• 4 • •••• • - ••4 • ••• 2 Sunshine Windals UnnuroctluYlg, k 1745 W. 3Tro plow 2 i• ws �511• • z••• • i• 0 • :. •• • • • • •� •••• • ••• •••• • •'•• D,..n 1, 'RF 0.1., 9 -30 -05 NTS Ralskee R.M.lon= DRAWING NO. SW-01 -07 SHEET 4 OF 7 • • • • •• CLOW PRODUCT larrirm ANCHOR TYPE AA0 SPAN OW 0131641 Auto - MEOW r B•a• 38.38 50.63 5700 93,00 65 60 40 20 65 50 30 20 57 50 30 20 52 20 F rat !m 1 err "Sr 64.98 43 66.61 92.05 138.07 278.14 64.42 83.74 40 84.11 139,7 209.35 65.24 A 74 .37 123.96 18504 .. 64.70 112.15 168.23 40 7400 30 20 36 30 41400 20 34 9600 30 108,00 20 30 25 20 71.61 95.48 143.22 64.70 64.11 126.17 64.94 73.60 110.40 65.42 7851 98.13 Nara 641ER FOtATE FOR 81TERNF244IE VAUI6 OF SPAN *0 /00 TR EVIN ( WIDTH TO DEI15 0E504 PRESSURES. •• 50.83 63.00 64.00 08101 MOOR iRr ' 9808 1 ` ( 4 63 96.52 65 46..1 70 119.63 60 139,57 46 474.46 85 97,50 70 10625 60 12396 50 148.75 42 17706 BS 79.17 65 10353 SO 13448 BC & E 36 177.08 • 85 6927 70 84.11 50 11738 33 178.42 O 59.37 70 72.10 50 109.94 29 17403 OS 5125. 70 8309 9600 50 *32 40 110,40 25 176.64 108.00 120.03 132.00 144.00 70 . 5608 50 7851 40 38.13 22 178.42 65 41.56 70 50.47 50 7066 40 86.32 30 117.76 20 176.64 78 44.17 70 45.88 50 64.23 40 8029 30 107.0 20 16058 73 40.13 60 49.07 50 5898 40 73.60 30 98.13 20 14720 4' •RIB ow 80)$ Wl 4 • • • H loam 4,WIH- yII 4 W1 • • • • • ••• • ••• • • • • •• 140 • •••4 • • • • • •• 4 • •••• • - ••4 • ••• 2 Sunshine Windals UnnuroctluYlg, k 1745 W. 3Tro plow 2 i• ws �511• • z••• • i• 0 • :. •• • • • • •� •••• • ••• •••• • •'•• D,..n 1, 'RF 0.1., 9 -30 -05 NTS Ralskee R.M.lon= DRAWING NO. SW-01 -07 SHEET 4 OF 7 • • • • I' X 2• OR 1' X 3' AWE. DUKE ANCHOR TYPE "A" CUP ALUM. Y CUP sir LONG FOR 2' MU1JJON 2 5/8' LONG FOR 3' muuJON 4 • it 14 SAS, '1, 1/4' ME. MENEM INTO WOOD oR 1/4* TOMS 1 1/V INN. EIEEDIENT NITO CONERETE..(1) PER LEG i'14.s.M.s. 1/4* mew lido 10313 OR t/4' opces I 1/4' NIL 043EDIENT WOO coNalErk.(1) PER LEG • 4 1' BY OR 2' BY W030 BY OTHERS 1' BY OR 2' BY 11000 BY DINERS • DETAIL OF ATTACHMENT TO PRECAST STEL ■LUM. Y cup r X 3' • 1' X 4' r X 4* OR 2" X 6' E.IAL 'DEE MAMIE 1 CuP 2 SA' LOW FOR 3' EAU* 35/S' LONG FOR 4' MUWON 5 5/16' Uwe FOR 6' MUWON NOTE ** PROVIDE . 2 1/2' 6104. DISTANCE TO EDGE • OF CONCRETE IN ANY DIRECTION ANCHOR TYPE "B" 4 1' BY OR 2' BY Moo • BY OTHERS 4 NOTE: IELUGN coNNECnoNs Ewe oN THE * SHEET Art APPUGELE TO WRIDE. OR HORIZONTAL 141U1011S. 2— Wool) BUM BY OTHER& MUST BE PROPERLY MOOED To REEFER Lae TO 11E sTRucluRE Am To BE RDENED BY WONG of110.61. BY OR unto *BY ones 4 • 14 s.m.s. 1 1/4' et 0010mOrt Pe Woo OR 1/4' UMW t INN. wow ono COWE. (2) PER IS O 14 SM.& I 1/4' em, maim INTO WOOD OR 1/4' OpCoNS 1 1/4' MN. EMBEcNENT wro =EWE- (2) PER LEO if • ANCHOR TYPE "C" • MUM. OP r X 4' OR x 6 AWN. RIDE FLUMINUIN V OP 35/6' LONG FOR 4' MUUEN . 55X LONG FOR 6' MUUJoN • I' BY oR BY 1000 d NY OTHERs • 1/4' TOCCNIS 1 1/4' INN. . . EMBEDMENT NM COPERE1E, (2) PER 1EG • 0 .. • • • a • a • • • 11.11 • • 0 • • • • to. & t• • • ; t: • • lk. • 0- • oo to. • • • • • • • 1/4' TAPCONS 1 1/4" OBEDIENT INTO CONCRETE (2) PER EEC Sunshine Windows lionufacturing, .174 W. 33r4 Nat Roo* 33012 P14 364-41952 Rau 5111:1 • IN • • ••••14. • • • •• • • Wa • • • i • • • • • • • • • • t5ar Dr RE 0,4,, 93O05 scoa: 1 kwleart: am DRAWING Ma SW —07 SHEET 6 OF 7 • • • 0'0 ID • • • • • • • , • A/ t A ® t V CUP (TYPICAL) A t.) SECTION' AA . 'l DETAILS OF MULLION TO MULLION CONNECTIONS - FOR 1" wing TUBES • • •• • • ALUMINUM "U" CLIP FOR 1" WIDE TUBES • "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES / -i - fRVtcsgO RERKNOWa. r.O00, PE # 5130 Sunshine Windows Ikmufocturing, Inc, nos W. 33Jd Moo F10 o 13012 wd.e 0ws- F -s119 c : :• ..:. • : • • • • ••• ae, RF Dote 9 -30 -05 SCUI►( /2 ReWslory Revislocc 0 SW 1 —07 SHEET 7 OF 7 • t•••.' • • ,•••• • • • ,•••• • • 1••• • ,•• • • • 11.... .. • ▪ t•••• 2 X 2' X 1/6' RUA& ANGLE 1" X 3" AURA TUBE ... • . 6IUWOH p il E S A. 31. 4421 ANCHOR TYPE "A" d 4 DI' OR 2" BY WOO rf MRS • DETAIL OF AVA.CHNIENT TO PRECAST SILL 14 51L5 1 I/2' RN. MEDIUM' INTO WOOD OR 1/4' DAMNS 1 1/4' wow MO coNcRSE. (1) PER mictu r X 2" x MM. ANGLE 2 5/1' L� iG FOR (PAWN 3 5/8' LoNc FOR r IRL110/4 5 5/8' LOW FOR 6' IM1JCN •14 SAL& (2) EA. mIGLE • 14 SM.5 t 1/2' 1114, mamma INFO WOOD oR 1/4" TAPcoNs 1 1/4' sot women MO CONCRETE, (I) PER Mal 114 sAls. (a) EA. MAE AURA *0(2 1/4" TAP0143 2' let EMBOWER( INTO CONCRETE 114 SiLs. (2) EA. Ma I'Xr.fX4" • r X 4" at r X S TUBE 2' X 2' X yr NAL MOLE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE 10 EDGE OF CONCRETE IN ANY DIRECTION 1/2' ANCHOR TYPE "B" NOTE 1- 11*i024 CONNEC11oNS MOAN ON 1123 • MEET ARE AMICABLE ID YERTPL OR HORIONTAL *AXIOMS. 2- W000 RUCK BY O1HE MST DE pROPERLI: ANCHORED TO 1RwesFER Loeo TO THE SIRuCTuRt AND 10 BE MEOW BY WOW OFFICIAL 4 I 1* Vf oR 2' By WOO Or OlieVS 1" BY OR 2' BY MOO Wf OCRs 2"5 Row boa . - - 414 MKS. (3) EA. AWLE • 14 S.M.S. 11/2.' MM EIMEDIADV 800 WOOD OR 1/4" UPC0145 1 1/4' 1414, ENREDNENT INTO calCREtE. (2) PER NEIL • 14 &Ws. 1 1/2' VII. EMBEDNENF WTO W0o0 OR 1/4" TAPCONS 1 1/4' MN. • offienuotr wro CONCRETE. (2) PER AXLE 1; X , ji f iusE ANCHOR TYPE "C" 2' X 2." X VC AWN. ANGLE 3 5/6' LOW FOR 4' NULUON 5 SA' LatE FOR 6 16.111014 •14 SAM. (3) EA. AWE 1" BY OR 2' BY WOOD • BY OTHERS - 1/2' i/4" TAPCONS I 1/4* MAL EIMEWENT 8410 CoNCREIE, (2) PER - ggellaCONStit•01 CONCRETE. • • • (2)pci Mal • •••• • • • • • • • • •••• • • • 00 • ID 11.• • • • • • • • • 171711/ FRAN= HERIWW Fumwm PE i 313E3 Sunshine Windows kianufeetering, 1745 11. 33.4 Mee. .p, 30 I' 305 8-.5118 • r••••••• • •••• • 1 •••• 0 •51•0 , 11 • • ;••■•• I. ••••: pmwn8y RF wha 9-30-051 Rimm4.1x ORAIINO Kw SW SHEET 5 OF 7 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY; FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.uov/buildingode 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 2009 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window - Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/08, with revision dated 05/07/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 anctexiiipnce page E-1, as NYell as approval document mentioned above. The submitted documentation wasleviewdd by duel Reitz, ez, P.E. • • • • .. ... .. • .. .. ... • • • .. • • • • • • • • • . • .. • • • • • • • .. • • • • • • • • • ... • • • ... • • • • • • • • • • • • • • . • • • ... . • • • • • • • .. .. ... • • • • • • • NOA No. 08- 1224.10 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 Page 1 Sunshine Windows Manufacturing, Inc. G. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window -- Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03 /09, with revision dated 05/07/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by • Fenestration Testing Laboratory, Inc. Test Report No. FTL -5560, dated 09 /04/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations, structural and comparative analysis, complying with FBC -2004, prepared by Francisco Hernandez Structural, P.E. Engineering, dated 12/08/08 and 05/07/09, signed and sealed by Francisco Hernandez, 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. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL - 5560, issued by Fenestration Testing Laboratory, Inc., dated May 12, 2009, signed and sealed by Michael Wenzel, P.E. .. ... • • • . .. • • • • • • • .. .. . . • . • • • • • . • • • .. . • • • • • • • • • • • • .. • • . • ' E�1 .... . . . ... • • • • • • • • • • • ... • • • ... ... • ... . • • • ... • Man el Perez Product Control Exa NOA No. 08 -12 .10 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 FALSE MUNTINS (SURFACE AY BE USED �I�I A APPUEDI •••• !!ll • • • • •••• • ••1 ••• • C 1I • 1 ••• • •••• • • • • • • •••• • • • • • •• • • •• • • • • •••• • • • ••I FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART • 5" MAX AT HEAD /SILL CORNERS HINGE LOCATION AT HEAD /SILL CORNERS. SEE HINGE LOCATION DETAIL. • • . • • • • • 1 OPERATOR LOCATIO11 • • • • • i ••• AT I-UN GSD SIUL CORNER. • • • • MAX WINDOW SHE OPERATOR • • I ••• LOCATION bETAIL. • • • • • WIDTH = 37" • • • • • siNGLEAracr CASEMENT WINDOW MAIN JAMB <G ' • • GENERAL NOTES: IMPACT CASEMENT WINDOW. 1.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5560. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER ON 50016. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND SILL OF MAIN FRAME ' MAIN FRAME JAMB I I NGS LOCATION DETAIL ERATO.R LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL OPERATOR LOCATION DETAIL MAIN FRAME SILL SEEMS 2009 OUT•SWINE NNO ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART -PST SWAM' RESISTANT GLASS D1MTSION WIDTH HEIGHT 20 1/1' 37* 19 1/8" 20 1/2• 3r 24" 38 24" 36" 24" 36• 24' 36" 34 m 24" 36 48" 60" ANCHORS PER SILL 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 4 PER JAMB 3 4 8 6 5116» IMPA E GLASS EXT. INT. 3 4 8 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90. 90.00 90. -90 ;O0'9t1A 90.00 90.00 25 t 50 6 5 90.00 90.00 3Y 90.00 ; 90.0 N - f - 90 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90,00 90.00 90.00 FRANCISCO FRANCISCO HERNANDEZ FLORIDA PE / 51393 • • •• • • •• •• • • • • • •• • • • •••• • • 1••• • • • • • • •••• 1••• I••• • 1••• • • • i••• 1••• •• •• •• •• • • • • • • • • • • • •••• • • • •• • • • •••• •••• HORIZONTAL SECTIONS VERTICAL SECTION 5 - (S-oq FRANCISCO CI ae R s E D Sunshine Windows lionutacturing, Inc. 1745 W. 33rd Mee Mik % Rondo 33512 Phi (308)354 -8052 F8a(363)825 -8 „B Ohm lat NM _ Data t soa•12 R 05-97-09 a4daem 088848 ND. CS09 -01 SHEET 2 OF 6 1T26&# 1. 61 0.801 QTY DISCRIPQON 1.708 1.186 1D➢NARS 1 1.166 GLAZING 00-3427 0.738 BEAD O FRAME 0.730 L ,66j GLAZING BEAD TES O TRUTH HARDWARE 2 0C-3426 1 VENT 6083 -78 TRIM HARDWARE 0.820 OJi10 • .. •.. • i • • CURVED GLAZING BEAD 6063 -T5 TRUTH HARDWARE 4 00 -3427 A 2 7B 1.182 H J. L • • TRUTH HARDWARE 5 - 1 .O57' THICK CORNER KEY STAINLESS STEEL ULTRA HARDWARE 6 - 1 ____1_ STAINLESS STEEL SEAR PLATE 0083 -TS 21 7 - 1 • • ' E • • 0.. • E • Oc -3428 - T 8 O 0.740 .05r THICK CORNER KEY STAINLESS STEEL FRANK LONE 9 - 2 ASSEMBLY SCREWS oJNO 1 I 2� ••••• • ...1� a3o • • ... •••• • • .sTS • O •••••• U •••• •••••• • • o 1 O STAINLESS STEO.. O GOFER KEYS 1T26&# PAP'rt QTY DISCRIPQON MAT68AT, 1D➢NARS 1 0C-3430 4 FRAME 8083 -1S TRUTH HARDWARE 2 0C-3426 1 VENT 6083 -78 TRIM HARDWARE 3 0C -3427 AS RQD CURVED GLAZING BEAD 6063 -T5 TRUTH HARDWARE 4 00 -3427 A AS ROD RECTANGULAR 6142740 BEAD 8083 -78 TRUTH HARDWARE 5 - 1 .O57' THICK CORNER KEY STAINLESS STEEL ULTRA HARDWARE 6 - 1 .157 THICK CORNER KEY STAINLESS STEEL TRUTH HARDWARE 7 - 1 ,asst THICK CORNER KEY • STAINLESS STEEL ULTRAFAB 8 - 1 .05r THICK CORNER KEY STAINLESS STEEL FRANK LONE 9 - 16 ASSEMBLY SCREWS 4 6 K 1' PH SIRS 10 35.1100 1 EGRESS 4 BAR I.NGE STAINLESS STEO.. • TRUTH HARDWARE 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE L7101f6 PART/ QTP DESCRIPTION MATIDLL EWAN= 12 23.01 1 9840LE ARM OPERATOR STEEL TRUTH HARDWARE 13 24.30 1 • 1611131 -POtlT LOCK' ZINC TRIM HARDWARE 14 11901 -22 1 TE EAR STEEL TRUTH HARDWARE 15 31648 AS ROD KEEPERS STEEL TRUTH HARDWARE 15 03144 AS ROD BE BAR MEE NYLON ULTRA HARDWARE 17 4905 AS RQD GLA21NLI BEAD BULB VWYL TRUTH HARDWARE 111 E20310401 AS RQD WEATHER STRIP BULB VINYL. ULTRAFAB 19 - AS ROD MA21N9 TAPE FOAM FRANK LONE 20 - AS ROD SNP NYLON 21 - 4 SHEAR PLATE 6083 -T8 • FULL LENGTH 22 SEALANT AS ROD PECORA OWDON CORN•q 098 SILKAIIE- • •• • • • • •• •• • • •• • • •• 4•• 1•• • . • • 1•• U. • • 1•. • •• • • ••••• MATERIAL 1W&T • •• • • • • • MATERIAL LIST r) ..91i.Cel_ R FRANCISCO HERNANDEZ FLORIDA PE # 51393 • • • •• • • • • •• • • • •• • •• 2 1/Y MIN. 2 1/Y MIN. ••• • ••• ••• • ••• • ••• ATT4MMIENT TO MASONRY • • • •••• • •• • • • • • • ••• • • • • • • • • •• •• •• • • • • • • • • • •••• • • • • •••• • • • ••• •••• • • • •• • • •• • • • ••• •••• • • • • • • •• 1 1/4" TAPCONS WIN 1 1/4" MN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD DICK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 6) 1 1/8" 1 BY WOOD BUCK MOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUDDING 0111CIAL PRIOR TO WINDOW INSTALLATION, ATTACHMENT TO WOOD TYPICAL SECTIONS AT HEAD METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SMEAR FORCES) MINIMUM THINNESS 1/B 1/4" SMS WITH 1 1/2' MN. PENETRATION INTO W000. (FOR MAX. ANCHOR SPACINO AND NUMBER OF ANCHORS REFER TO SPIFFY 1 OF 6) 2" BY W000 BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED 10 TRANSFER LOADS TO THE STRUCTURE SHOULD BE APPROVED BY NG PRIOR TO WINDOW INSTALLATIIN�N, OFFICIAL 1 1/8° SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE DETAIL Wcr S -Ls-OG FRANCISCO f 513 FLORIDA 3 ORDA PE 9 81393 S shit1e Manufacturing, TIC. 1745 W. 33r4 HNaa• Phi ((05 -ate Fmn(ROE )52S -5115 Drawn Ma NM , cow Scala + 2" ° 1, Radataw D5 -07 R O 9 O1 SHEET 4 OF 6 • • • • • • • • • • • • 1J••• • • •• N 1/4 TAPCONS WITH 1 1/4• MIN. EMBEDMENT INTO MASONRY TROUGH r BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 8) • • • • • ATTA+T TO MASONRY w••• • • • • • /4• SMS WITH 1 1 2 MIN, PENETRATION TO WOOD. • •-•••• • 0 (FOR - ANCHOR PA CING AND NUMBER 8 • • • OF ANCH' v ? Zx' SHEET 1 OF 6) •+ • • • • • • r BY WOOD BUCK • • • • W000 BUCKS BY OTHERS MUST BE PROPERLY • O • • • • . 1• • • SEN.m AND ANCHORED 10 TRANSFER LOADS TO • THE STRUCTURE . SHOULD BE APPROVED BY BUILDS 0 OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO WOOD r BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED 10 TRANSFER LOADS TO THE STRUCTURE'. SHOULD BE APPROVED BY BULL0NO OFFICIAL PRIOR TO WINDOW INSTALLATION, TYPICAL SECTIONS AT JAMBS METAL STRUCTURAL MEMBER BY OTHERS (SHALL WI1NSI'AND ANCHOR SHEAR FORCES) MINIMUM THICIGAGES • i/8• 1/4' 546. TH1 METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) ATTACHMENT TO METAL STRUCTURE GLAZING: 5/18" IMPACT (1/V H.S. + 0.09 PVB + 1/e" HS.) GLAZING DETAIL 47�S77i.DC%7lie �ts—ag FRANCISCO FLORIDA NDE 5 0 3 ,� NM oast 1 Beast 1/2"" Revhder 6 - I: ORONO CS09-01 SHEET 5 OF 6 • • • • • • • • • • • METAL. STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS a 1/8' • •••• • •••• • •••• •••• • •• •• • •••• • • • • l/4' SAS. THROUGH METAL (FOR MAX. ANCHOR SPACNO AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) ATTACHMENT TO METAL STRUCTURE •• • • • • • • • • • Di `v a ATTACHMENT TO MASONRY 1/4" TAPCANS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY W000 BUCK OR NON SHRINK NON METAUJC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) 1/4• SMS WITH 1 1/2' MIN. PERORATION INTO WOOD. FOR MAX. ANCHOR SPACING AND NUMBER ANCHORS REFER TO SHEET 1 OF 8) 3/4• MITI. NON —SHRINK GROUT OR r BY 0000 8101 TYPICAL SECTIONS AT SILL a 1 1/8' ATTACHMENT TO WOOD INTO t WRIT 1 1/4" MBA. EMBEDMENT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SWEET 1 OF 8) ATTACHMENT TO PRE -CAST SILL 2" BY W000 sum WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS 70 THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WMOOW INSTALLATION. •tak t6 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Drown en NM Oda 1 Seats 1 1 Ret•tom05 -07-08 RaWalaaa ORIANNO No. CSd9 —01 SHEET 6 OF 6 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT Z: WITH ALL RULES AND REGULATIONS ,� <,/' FEDERAL. SUBJECT TO COMPUANCE STATE AND COUNTY /AIWA ` . C tilAce 76 i1/4)W 1111 S- l � I SIA.002s tL 3 3 16 8 FK0Ai • ... • • • • • 1 ••• •• •• • • • SEP 1 3 2010 • • • . • • • • . • •• • • • • •