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WS-11-651Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161026 Scheduled Inspection Date: June 16, 2011 Inspector: Bruhn, Norman Owner: WOOLIN, RACHEL Job Address: 489 NE 95 Street Miami Shores, FL 33138- Permit Number: WS -4 -11 -651 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Work Classification: Window /Door Repiacemen - 4 Phone Number Parcel Number 1132060140640 Building Department Comments INSTALLATION OF 12 IMPACT WINDOWS AND 2 IMPACT DOORS Passed 4.6.1;11 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- 161016. CREATED AS REINSPECTION FOR INSP- 158345. FAIL, SCREWS SHOULD PLACE AS REFLECTED ON NOA. I.N June 15, 2011 For Inspections please call: (305)762 -4949 Page 24 of 24 WOW kt f.pv\-J 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleho City: U u AAAdL ✓1. Tenant/Lessee Name: ROOFING TdgIUW APP 1 3 201 j�H 11 .. o +.eoeo.o�a.eeeso.ea Permit No. y v' 11-051 Master Permit No. State: P one #: �% c • U // `✓ c) 75/ Zip: 3 ? cr Phone #: Email: JOB ADDRESS: 49c3scr City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: NO Phone #: j)Mr. Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: e f ail Address: DESIGNER: Architect/Engineer: \J ` Phone #: Value of Work for this Permit: $ CO ) Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New /Replace ODemolition Description of Work: IA,/ A/pe4y�/ % iefrecr�./'7-- 2- .i=>49 ,,,,z_5 , L 4e- - fri err-J -- 'IX °,®®17 1e .0,0Or ****** * * * * * * * * * * * * * * *** ** * ******* **x *** Fees* * * ** ********* **. * ** x* ***a:x:** **** * *********** Submittal Fee $ Permit Fee $ eto CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 51 r ®� CO /CC $ Bond $ 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 CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 13 day of Aq'2 C 20 `( ,, by ¶ Li Ci -k N; 4, L .J ' who i rsonally kno e or who has produced `� ® \pie, ... e �o c�`2 .N , �`a °' . ��5 oicre As identification an�"v j tdkpath. NOTARY PUBLIC: Sign: Print: My Commission Expires: e r ' � r 4 '',i S Till """°' ��� /oriitttttin0 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * ***** ** x+xx:+x***** **** * ***** x* **: x** *: x***x:+ x******************** * * *** ** ******* * * **** ********* **>i:************** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 4k °i _. Lt t: L ),,L) c C L. 7 ADDRESS: L C ' E S Y1siv. 'S: -' e '°Z-� _7433/1 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. DATE: Z.71 r / 3.. // 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 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. 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. F9 Initial ly, 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 my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial /1A- 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. /7 Initial tV 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. Initial le lyt...>' 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.mvfloridalicense.com /dbor /pro /cilb //iin' ex.html Initial✓' 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: Initial 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. r/ 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 loss 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 By cLc4-1.41-4— Produced there License or day of ) 3 , 20 ,/ who was personally known to me or who has t as ideb .e ►► , u,,,,����/i NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. C .) 1 ( 4561 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. • al descri tion of prQpe street/add - o SIIMMOLVMNIFAMMIPMffejfiglaWarrAW 111111111111111111111111111111111111111111111 CFN 21011 Rit x284990 OR Eft 27664 Ps 1703; (1 P s ) RECORDED 04/25/2011 09 :43 :24 HARVEY RLIVII4, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office Description of improvement: er(s) name an dress: Interest in property: 7I MIMXT71: NEff Name and address of fee simple titleholder. ,? 0.‘,13, %3d et Contractor's name, address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: STATE Uc FL PA CO'UNT1 07. DAP:/ 7. Persons within the State of Florida designated by Owner/ 9 Y r�u)iB�drTOlt�f�sddF terlYcdb + fi ?nay be Q KibY Section 713.13(1)(a)7., Florida Statutes, original fric .1 ,m ; .r. of fit: E ?. r { ` et/ of P 941 WITH :s 8. In addition to himself, Owners designates the following driftbeiN "z'YgdslkeT °b &ee ction 713.13(1)(b), Florida Statutes. .,je1 1f Dre Name, address and phone number Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration dale is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. R-OMA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK O CORDING Y UR N„ OTIC OF COMMENCEMENT. 4..I., II 2s) of Owner(s) or Owners Authorized Officer/Director/P er/Manager Prepare • By / P pared By Print Name � 1 It 'nt Name Title /Office i STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoi st�rumeent was acknowledged before me this =R day of ,cPi-t ❑ Individual) , of ti as u e L CU & o1 I L for ❑ Personally known, or roduced the following type of identification: Signature of Notary Public: Print Name: (SEAL) L_ . t` ) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ..�� X r `r d' .:.'U/4841/ ; •....... ,- Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above: f i F�(jR\© �® By By 123.01.52 PAGE 3 3/10 S Permit No: 11 -651 REV Job Name: May 23, 2011 Miami Shores Viliage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet rev 1) Impact fees must be paid with Miami Dade County planning and zoning. 2) The plans submitted are not a revision to a window permit but an addition to the existing structure. This will be aseparate permit not a window and door permit. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 PERMIT #: Miami Shores VHIage Building Department RECEIPT DATE: 5 I, Vte----rb f �. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ❑ Owner Ar r Picke Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continu- •ermitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: INi a (11R th411-Ir f---C 1)— Ti C �� PERMIT CLERK INITIAL: Y GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 9/20/10 Sheet 1 Of 4 u RAQUEL WOOLIN 489 NE 95 ST. tqA MIAMI SHORES , FL 33138 WIND LOAD CALCULATION FOR WINDOWS AND DOORS 9/zr�e GISELA REY, PE STRUCTURAL ENGINEER FL, P.E. No. 66366 • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 9/20/10 Sheet 2 Of 4 Project: RAQUEL WOOLIN RESIDENCE WIND LOAD DATA ONE STORY BUILDING WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = MINIMUM WIDTH (FT) = 42.50 H = MEAN ROOF ELEVATION (FT) = 14.50 V= WIND VELOCITY (MPH) = 146 I = IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C ROOF GEOMETRY : H (FT) = 2.00 L (FT) = 12.00 ROOF SLOPE (DG)= 9.46 IIIKz= EXPOSURE COEFFICIENT = 0.85 Kd= WIND DIRECTIONALITY FACTOR = 0.85 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x V2 x I = 39.43 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR YES PERCENT OF REDUCTION = 10 CPI COEFFICIENTS = + / - 0.18 a = ZONE 5 EXTENSION (FT) = 4.25 SMALLER BETWEEN : a =0.10 B= 4.25 AND a =0.4 H= 5.80 = 4.25 BUT NOT LESS THAN : 4% OF B= 1.70 OR 3.00 • • • • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 9/20/10 Sheet 3 Of 4 Project: RAQUEL WOOLIN RESIDENCE • WIND LOAD SUMMARY MARK WIDTH HEIGHT EFFECT WIND AREA ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCP GCP GCP GCP WL WL WL WL POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE IN IN SF PSF PSF PSF PSF FD -31" X 80" (1) HR -37" X 38 3/8" (A, B, D ,E ,J) SF72 "X96" (C) SF 35 1/4" X 96" (C -1) SF 35 1/4" X 26" (C -2) SF 72" X 26" (C -3, 2A) FD 72 "X96" (2) HR -34" X 38 3/8" (F) HR -74" X 26" (G) HR -74" X 50 5/8" (H, I, L) HR -37" X 50 5/8" (K) FD72 "X82" (4) SF 163/4 "X82" (4 A) FD 35" X 82" (3) 31.00 18.50 36.00 35.25 35.25 72.00 36.00 17.00 37.00 37.00 18.50 36.00 16.75 35.00 80.00 38.38 96.00 96.00 26.00 26.00 96.00 38.38 26.00 50.63 50.63 82.00 82.00 82.00 17.22 4.93 24.00 23.50 6.36 13.00 24.00 4.53 6.68 13.01 6.50 20.50 15.56 19.93 0.88 0.90 0.84 0.84 0.90 0.89 0.84 0.90 0.90 0.89 0.90 0.86 0.88 0.87 -0.97 - 0.99 -0.93 - 0.93 -0.99 - 0.98 -0.93 -0.99 -0.99 -0.98 -0.99 -0.95 -0.97 -0.96 0.88 0.90 0.84 0.84 0.90 0.89 0.84 0.90 0.90 0.89 0.90 0.86 0.88 0.87 -1.22 -1.26 -1.16 -1.16 - 1.26 - 1.24 - 1.16 - 1.26 -1.26 -1.24 -1.26 -1.17 -1.22 -1.19 41.69 42.58 40.36 40.36 42.58 42.14 40.36 42.58 42.58 42.14 42.58 40.81 41.69 41.25 -45.24 -46.13 -43.91 -43.91 -46.13 -45.68 -43.91 -46.13 -46.13 -45.68 -46.13 -44.35 -45.24 -44.80 41.69 42.58 40.36 40.36 42.58 42.14 40.36 42.58 42.58 42.14 42.58 40.81 41.69 41.25 -55.00 - 56.77 -52.78 -52.78 -56.77 - 55.89 - 52.78 - 56.77 -56.77 -55.89 -56.77 -53.23 -55.00 -54.11 • • • GISELA REY, P.E. 14921 SW 30th TER Miami, Florida 33185 Phone: 305 229 -8374 Fax 305 226 -6904 By GR Date 9/20/10 Sheet 4 Of 4 Project: RAQUEL WOOLIN RESIDENCE PRODUCT APPROVAL REVIEW MARK No. SIZE W x H TYPE OF UNIT NAME/ MODEL No. NOA No. PRODUCT APPR. No. APPROVED WIND PRESSURE DESIGN WIND PRESSURE MULLION SHUTTER REQUIREMENT POSITIVE NEGATIVE POSITIVE NEGATIVE SPAN TRIB. WIDTH YES NO IN PSF PSF PSF PSF IN IN 1 31" X 80" FRENCH DOOR SERIES 2001 08- 0417.05 -70.00 41.69 -45.24 X X X X X X X X X X X X X X X X X X A ,B 37"X38 3/8" HOR. ROLLER (XO) SERIES 1650 08- 0107.08 - 120.00 42.58 -46.13 C 72" X 96" STOREFRONT SERIES 8000 09-0413.10 - 80.00 40.36 -43.91 MULLION 2" X 6" ALUM TUBE 06-0214.02 - 59.10 43.91 -43.91 120.00 36.00 C -1 351/4" X 96" STOREFRONT SERIES 8000 09- 0413.10 - 80.00 40.36 -43.91 C -2 351/4" X26" STOREFRONT SERIES 8000 09- 0413.10 -80.00 42.58 -46.10 MULLION 2" X 6" ALUM TUBE 06-0214.02 - 142.96 46.10 - 46.10 35.24 60.00 C-3 72"X26" STOREFRONT SERIES 8000 09- 0413.10 -80.00 42.14 -45.68 2 72" X 96" FRENCH DOOR SERIES 2001 08-0417.05 - 70.00 40.36 -43.91 MULLION 2" X 6" ALUM TUBE 06- 0214.02 - 102.92 45.68 -45.68 72.00 60.00 2A 72" X 26" STOREFRONT SERIES 8000 09- 0413.10 -80.00 42.14 -45.68 3 35" X 82 FRENCH DOOR SERIES 2001 08- 0417.05 8 0 -70.00 4125 -44.80 D, E 37 "X38 318" HOR. ROLLER (XO) SERIES 1650 08-0107.08 - 120.00 42.58 -56.77 F 34 "X38 3/8" HOR. ROLLER (XO) SERIES 1650 08-0107.08 - 120.00 42.58 -46.13 G 74" X 26" HOR. ROLLER (XO) SERIES 1650 08-0107.08 -90.00 42.58 -46.13 H,I 74" X 50 5/8" HOR. ROLLER (XO) SERIES 1650 08- 0107.08 -67.30 42.14 -55.89 J 37 "X38 3/8" HOR. ROLLER (XO) SERIES 1650 08- 0107.08 - 120.00 42.58 -46.13 4 72" X 82" FRENCH DOOR SERIES 2001 08- 0417.05 - 70.00 40.81 -44.35 MULLION 2" X 6" ALUM TUBE 06-0214.02 - 120.62 45.24 -45.24 82 36 4A 16 3/4" X 82" STOREFRONT SERIES 8000 09- 0413.10 -80.00 41.69 -45.24 K 37" X 50 5/8" HOR. ROLLER (XO) SERIES 1650 08-0107.08 - 104.70 42.58 -46.13 L 74" X 50 5/8" HOR. ROLLER (XO) SERIES 1650 08-0107.08 -67.30 42.14 -45.68 A 0 ALT OT /8 18i O H 0 I C§ 0 O W 08/18/10 17:45 FAX NOVA SURVEYORS PL, bva Surveyors, Inc. P LAND SURVEYORS w+M 6Y:A8 AS RECORDED IN PLAT BOOK 10. PAGE OF THE PU813C RECORDS OF MlAl�7t- tJi�DE�fl��NO�;gR�DgAGCORDING TO "Rig P(A7THEFiEQF OF LOT 23-74, BLOCK 41 002 SURVEY NO 5410075574 SHEEN or 2 PROPERTY ADDRESS: 489 NE 95 ST, MIAM SHOO, R. 33130 FOR RAQUEL WOOUN LOCATION SKETCH sca+e s -14 - 0 R L _ �- -H V-r) 0e • _. -•- kl•r• .t_1 a.. I 1, iI - ,A•rti 1) Pe t./ irt .S$ Fr , 7, T ois J Aa J! iol 9 1 s ■ t + N Sd o - let V s < r �.t l�: Z ABBREVIATION AND MEANING R. = FEDERAL NATIONAL INSURANCE PROGRAM PLC m NHS AND EG3Ess EVFJhmPlf LOWEST nom ELEVATION LIME. . LAKE MAI NEENANCE EASEMENT L.P. .OEM POLE M. DAL • DISTANCE PAAi NAP.. LOT A PART OF Nara • KATIMAL GE00E11C VERTICAL DATUM N.TS. = NOT TO SCAT F O.II.L • ovISIHEAD UTILWWES QR L a OFFICIAL RECORD DOO1 QJS= OFFSET flIH. • OVERHANG P.B. a PLAT BOOK P.C. a POW' OF CLAW P.C.C. • POINT OF COMPOUND CUP.VE PL.. PLANTER PIS. • PROFESSIONAL LAND _ SURVEYOR P,D.� = POINT DE BEGRIMING P.O.M. • POINT OF COLBAENGE3ANT PP.. POWER POLE PPS_ •P9/1 -PUMP SIAO PYLC. . POINT OF REVERSE CURVE PFtRA. PERMANENT REFEN S'.F LTOMUMENT PY. a POINT OF TARN kMCY PVYIT. • PAVaRENT FWY v PARKWAY R = RECC)RO DISTANCE A•ARC NC. Mt COlmf1ONFR PAD A.E. • ANCHOR EASEMENT ASS. AWMQMIM SHED ILSPH. = ASPHALT S.C, • BLOCK CORNEA B-CR • Mown" COUNTY RECORDS BAL 9 R,'p�lCH PAARK &OS • BASIS CP BEARINGS C - CALCULATED C.B. = CATCH DAMN C.W. B. CONCRETE pa.= p .= WALL CHORD CH A. • CHORD REAP= CL = CLEAR r +. e. • cam LINK FENCE CALL ° COW. MAINTENANCE FA, COM- • CONCRETE C.P. = CONCRETE PORCH 6S, • CONCRBTE SLAB D.E. = DRAINAGE EASELENT D.M.E • DRAINAGE MAIM PENANCE EAMETRS DRIVE> ORIVSWAY EN- a ELECTRIC TPANS,5 OMER PP4 F.F.E. • FINISHED FLOOR ELEVATION F.H. a FTRC HYDRANT F.LP. • FOUND IRON RIFE FJR = FOUND IRON ROD F.H. • FOUND MAIL FRO.. FOUND NAIL A DISK LANE_ RAM . RADIUS OF RADIAL RGE • RANGE R.P. • RPDILS PONT FLOE • ROOP OVERHANG FWJ • RIGHT-OF-WAY SiEC. • SECTION ELLE• SET IRON PEE L.8. SOMA T•TPNCh3'IT 'MN • UTd11Y EPSFISENT U.?. F, =TTY POLE WM . WATER NITER W,R, . WOOD ROOF WOOD SHED 4* ANGLE © = man, . ANGLE 6 z 4HNTER I.LPo MOP011NENT LINE LEGEND TYPICAL • THERE MAY BE EASEMENTS FiECo9DED IN TM PLEU0RECORDS NOT STROM DNf1=SS SNJRv Y. SHOULD NUDE - THE PURPO:'.E OF T} IS SURVET JS FOR USE IN OBTAININGTrTLE INSURANCE AND FINANCP*, AND - 4IANTNATTORS�,APSTT CF TITLE MU. NAVE TO iCEST° S. 'D'�AIFANS %ELECT TO OR EASEMENTS OP RECORD. ARARO LEGAL ESCRiPT10) S F R0VmED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY rIV$ A ORPMANG AND /ORA GRAPHIC • FR SQFIATION OF THE WAVE/WORK PRIP;OR F-0 IN • TFEFTRiTSAAA BEORAMLATASHOVM SORE AHD IORNOT SHONN. SNENC ACHME4r 7AANSV4° - PJ70 ABOVEG UND EAQTOACNAE'TE - ARCOTECTS SHALL VERIFY ZONE NG REGLMTIONT, RESTRnTIONS APm SEYEPG)E. APD THEY PD.L BE TO E . FOR SUMMING PLOY PLANS WITH Thy CORRECT TNF ATION FORTHEIRDR APPFiWV LFOR AHTNOR MONTO AUTHOR1T ES N NEW CONSTRUC1TCNS. UNLESS OTHERAISE WED.TN8 RAW NM FO0T1NG AMOR FOUNOATIONA FENCE OVANERSHIP NOT DETE . • MSS PLAN OF SURVEY HAS BEEN PROW= FOR TIE EtCLUSAIE USE C* THE ENTRIES NAMED. • HEREON, THE C RTW ICAT c DOES NOT eD9 TO ANY URNA89I3 PARRY. • THE SURVEYOR MADE NO GUARANTEES AS TO THE ACcu RACY cg THE INFORMATION eELONL THE LOCAL F..MP. • AGENT SHOULD BE GONTACTFS) FORVFRF.CAATTON. THE ENE FOOD -1.33302 0033 MAPS HAvE J DESIGNATED THE HER EN OSSORTMO tto I LNM TO SE SDUATED BD 2CIN5: x 0 #. AUMrnPAREUr,V¢fDG: EASE FLOOD ELEVAT10tE WA- CERTIFIED TO: RAQUEL W00 - CHRISTOPHER P. KELLEY, PA CE COMPANY OLD REPUBLIC NATIONAL TITLE lNSUPAN -ON— OVERHEADUTEM LINES ==xx c$. ++WAL{ ICHW1 - -_► CJ.F. = wet ). MC FENCE -0--0- LP. = MOM= -rr-w WP. - WOCZD MICE .01.0 •OWENS ELEVATIONS i IRV�YOR S NOTES 11 IF S}WOVM, BEARINGS ARE Rte TO PN ASSUMED RE BOto N, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT. THEN MARINOS PRE REf4PREn TO 2) Ws ISA S� pECCITIC� PURPOSE '- )RVEY. 3) THE [:.091NE IN THE DOIRmARY SURVEY IS MOVE ilF.1ID FT. rF MOWN, ML oatrr. IRE R TO P_ELEV FIST OF N.G -V.A OF 1329. §URVe Y1is 1 HEREBY CET TIER. THAT THISiA RECENTLY o THE ROPERTY SURVEY® AND DRAWN Lfl ER Wan:P•tA°.t" COAWLIES WTM THE SMSMUM TEO -WT.. STANDARDS ES SET FORTH W ITTE FLORIDA BOARD 00 6i13176, FLORIDA AD ALRESTAATNE CODE PURSUANT TO 472.C27. FLOTUDA STATUTES. PROFESSIONAL LAND SURVEYOR NR _ BSBA SURVEY WILL STATE oF HARM MOO copses OF BZPRTHE MEOWED SEAL OF THE ATTESTING LAM SVRVEYORL REVISED OPE REVISED tint MMAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Wmdows Manufacturing, Inc. 1745 W. 33"' Place l3ialeah, 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 Ifigh Velocity Hurricane Zone. DESCRIPTION: Series 1600 Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. SGDG7 -06, titled "Series 1600 Aluminum Sliding Glass Door — Large Missile Impact Resistant ", sheets 1 through 3 of 3, dated 4/6/07, prepared by manufacturer, 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 the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 1120.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. /19 3 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-V01 FAX (305) 375 -2908 www.buldingcodeonline.com NOA No 07- 0301.09 Expiration Date: April 12, 2012 Approval Date: May 10, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SGD07 -06, Sheets 1 through 3 of 3, titled "Series 1600 Aluminum Sliding Glass Door — Large Missile Impact Resistant", dated 4/6/07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of an aluminum sliding glass door glazed with 2 lites of 1/8" HS and Glasslam Safety -Plus laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2332, dated 11/15/99, signed and sealed by Aldo Pablo Gonzalez, P.E. 2. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked-up drawings and installation diagram of an aluminum sliding glass door glazed with 2 lites of 1/8" HS and Security Impact Glass Holdings L.L.C. SAF- GLAS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3212, dated 12/3/01, signed and sealed by Luis Antonio Figueredo, P.E. 3. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked-up drawings and installation diagram of an aluminum sliding glass door glazed with 2 lites of 1/8" HS and Solutia Inc. Sa, lexlKeepsafe Maximum laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3212 -B, dated 02/18/02, signed and sealed by Luis Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 414/07, prepared, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -98 2. Anchor Calculations and structural analysis, prepared by Sunshine Windows Manufacturing. Inc., dated 11/04/0, signed and sealed by Francisco Hernandez, P.E. Manuel Product Control NOA No 07-0301. Expiration Date: April 12, 2012 Approval Date: May 10, 2007 E -1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI Inc. for their " Glasslam Safety - Plus Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/03, expiring on 03/14/08. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings, LLC Inc. for their "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance, dated April 6, 2007, signed and sealed by Francisco Hernandez, P.E. 2. "No financial Interest" letter, dated on November 4, 2010, issued Sunshine Windows Manufacturing. Inc., signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 00- 1120.03, issued to Sunshine Windows Manufacturing, Inc. for their Series 1600 Aluminum Sliding Glass Door, approved on 04/12/02 and expiring on 04/12/07. Manuel Perez, Product Control NOA No 07 -0301. Expiration Date: April 12, 2012 Approval Date: May 10, 2007 E -2 DESIGN PRESSURE CHART - PSF PANEL DIMENSION IN INCHES OX /XO IMPACT RESISTANT GLASS WIDTH HEIGHT 1/4" TAPCONS POSITIVE NEGATIVE 24 30 36 48 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24 30 36 48 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 TYPICAL ANCHORS: THRU 1" BY WOOD BUCK AND INTO MASONRY 1/4" TAPCONS IN PAIRS 1 1/4" MIN. EMBEDMENT INTO CONCRETE INTO 2" BY WOOD BUCK OR INTO WOOD STRUCTURE 1/4" TAPCONS IN PAIRS 1 1/2" MIN. PENETRATION INTO WOOD GLAZING: GLASS OPTIONS' A) 3/8" OVERALL LAMINATED GLASS USING 1W0 LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH A GLASSLAM SAFETY PLUS INNERLAYER, BY NEBULA GLASS INTERNATIONAL INC. B) 5/16" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH .090 INNERLAYER FILM, SAFLEX /KEEPSAFE MAXIMUM BY SOLUTIA INC. , BETWEEN THE TWO UTES OF GLASS. C) 5/16" OVERALL LAMINATED GLASS USING 1Y 0 LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH .100 INNERLAYER FILM AND ADHESIVE, SAF —GLAS BY SECURITY IMPACT GLASS HOLDINGS LL.C., BETWEEN THE TWO UTES OF GLASS. METHOD' CHANNEL GLAZED WITH 1/2" GLAZING PENETRATION USING A BLACK COLORED SIUCONE DOW CORNING 995 OR SIMILAR. 8" MAX. — 17" MAX I 45" DAY LIGHT OPENING o � O X r � XO / OX (2 PANELS - 2 TRACKS) ELEVATION PRODUCT PxNEWED av camptjtarait0 tlw IRo7105 1161ding Cash inentace D! 07 P4 PE / 51393 Sunshine Windows Mamdacturilg, Inc. 1745 W. 33rd iku Fla: 5175 or MH 06N:4 -6 -07 WAN 1 /2 " =1' RMdom Realm *W5l5 1O. SGD07 -06 SHEET 1 OF 3 3 13/18" FOR ANCHOR TYPE SPACING AND EMBEDMENT SEE MEET 1 OF 3 (1) 1/2' X 1 1/2' X FULL LENGTH STEEL BAR INSIDE EACH INTERLOCK STILE #8 X 1° SMS AT 18. O.D. (4) # 8 X 1° S.M.S AT LEG OF ANGLE -- (3) # 10 X 1 1/2" FN S.M.S HORIZONTAL SECTION FOR ANCHOR TYPE, SPACING AND EMBEDMENT SEE SHEET 1 OF 3 2' WEEP END OFF SCREEN RETAi AT TRACK) (3) j1 10 X 1 1/2' PH SAS 4 5/18" =f4' X 1" WEEP HOLES AT EA END OF DOOR TRACKS TRACKS EMBEDMEN� SEE SHEET OF 3 1" X 3/4° X 1/8" ALUM. ANGLE 4 1/8" LONG AT MIDSPAN OF MOVING PANEL 1 VERTICAL SECTION DESIGN PRESSURE RATING + 70.0 - 70.0 PSF FOR ALL SLIDING GLASS DOOR SIZES EQUAL OR SMALLER THAN TEST UNIT B GLAZING OPTIONS Suufne 1NodOws Manufacturing, Inn. 1745 W. 33x4 Rau 1 o"35a 5115 0raen 614 M H Dote 4 -6 -07 Sea,„ 1/2 °0.1° Rewbbou WNW SGD07 -06 SH 2 OF 3 PRGOOCF MEWED Ba@L.h3l s sso. 1yI U®Fo&R Ea i{¢ rt X4+ r l� ,/i .14r' .. ,' , ,,,,—.:.4 .SFIP4°- 4 -( -07 PL PE/51393 RUNCISCO HERNA NDEZ Suufne 1NodOws Manufacturing, Inn. 1745 W. 33x4 Rau 1 o"35a 5115 0raen 614 M H Dote 4 -6 -07 Sea,„ 1/2 °0.1° Rewbbou WNW SGD07 -06 SH 2 OF 3 FRAME TOP CORNER # 8 X 1/2" PANEL TOP CORNER (2) 0 0.917 0 111 ��_ I 1.375 2.010 .050 2.800 2.000 i 8 ,®, 11711 .050 0 (1) #8X1° p" 1.3510 .082 ] 1.6940 Sunshine Uses Manufccturflg1 1745 w J d csiimallos 1.082 , 'I .082® FIXED STILE SSW -007 6063-T5 p" (2) i 88 X ,/,2" 0.917 ® TOP RAIL SSW -005 6063 -T5 4 r ® BOTTOM RAIL SSW -004 6063 -T5 © HD INTERLOCK SSW -999 6063 -T6 ,F� I ' i 0 (1) # s x 9 11 ® FRAME BOTTOM CORNER PANEL s rrotil CORNER Q QQ 1 45 BILL OF MATERIAL 1.8750 Nu PART QTY PART DESCRIPTION MATERIAL 1 SSW -002 1 20-2T FRAME HEAD 8083 -78 i .072 2 SSW -0002 1 20 -27 3' FRAME SILL. 8083 -78 3 SSW -001 2 2D 2T FRAME JAMB 6083 -75 0.937 0.750 4 SSW -005 2 TOP RAIL 8083-75 3.835 2.6400 � 0 1.3520 5 8 SsW -004 SSW -999 2 2 BOTTOM RAIL INTERLOCK X63 -T8 8083 -78 1 F. 1.062 7 SSW -007 1 FIXED STILE 8083 -78 0 SSW -002 HEAD 7 60 6063-75 2.3750 8 SSW-106 1 LOCK STILE 8063 -78 § 9 SW -828 2 ROLLER & HOUSING STEEL ® LOCK STILE SSW -106 6063 -T5 10 SW -STEEL 2 1/2' x 1 1/2' x FULL LENGTH FLAT BAR STEEL 11 - AS REO'D SIUCONE DC-995 rat 12 SW -3257 1 BULB WHEATHER STRIP VINYL 13 SW-3082 1 BULe WHEATHER STRIP VINYL 14 SW -2227 2 FLAP WHEATHER STRIP VINYL 0.825 15 SW -1125 6 PILE WEATHER STRIP POLYPROPYLENE - .062 T rr tt ---� 16 SW -R ANGLE 1 3/4" X 1' X 1/8" X 4 1/8" 609®375 17 SW-AS AS RECD 08X1° ASSEMBLY SCREWS SMS 18 19 20 21 SW -ANGLE SW-STEEL S -7130 s- 7130 -10 2 2 1 1 1° X 2° X 1 3/4' X 1 /8' 3/4° X 3/8' X FULL WIDTH FLAT BAR HOOK LOCK KEEPER 8083 -T5 STEEL STEEL ?AMAX {I 3 DnDn. MH 8j 3.000 41 cow 4 -6 -07 1925 ' 050 Beata 1 /2"=1* � RrvlNOtn PRODUCT RENEWED esccrxldyleg web the Florida eC6lla ` ; 0,.� F,11•jr s9 i. (AP . , ,. ,., J Weans 4.312 DA WN° NO, SCD07 -06 2T HI -RISE SILL ® SSW -0002 6063 -75 ® SSW -001 6063 -T5 ■� / ■ �.IJi 4- 6 -07 FRANM800 am= FL PE # 51343 SHEET 3 OF 3 .. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 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 (AIIJ). 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 adapted 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 IViiami -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: Sergi 6'-8" W/E On =IAA Std French Door - L.MVLL APPROVAL DOCUMENT: Drawing No. JW8509-03 -01, tided "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07108 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. Io 4 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 WW_MBINAMIdad e gov code 1 APPRQV D ►t0b NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 Ge Jeld — Wen, Ine. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17 /04 with revision "C" dated 02/05/08, signed, sealed and dated 06 /07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8-01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted raider previous NOA # 05-1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Lowing 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09 /28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07 -0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" approved dated 03/22/07, expiring dated 07/28/10. E -1 Jaime D. Canon, P.E. MA Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, /a/ Jeld -- Wen. Inc. (OR), NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of `No financial interest" issued Jeld-Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01 - 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05-1215.01) 4. Laboratory compliance letter for Test Report no. NCTL 210- 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. E -2 Jaime D. Gaston, P. Gbieii Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 f ® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 8-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL' INC. AND ENDURA PRODUCTS INC. l GENERAL. NOTES 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (F8C) BASED ON THE SIGNED AND SEALED DATE, INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TA8 201-94 TAS 202 -94 TAS203.94 2. WOOD BUCKS SMOTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) S. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditional DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A-525 commercial quality AKDO per ASTM 620 With average minimum yield strength Fy(ave) .30827 ps1. Core Desk71: Expanded polystyrene with 1.0 to 1.25 Ibs denstty, byJeld -Wen inc. Panel Conatru4on: The active and Inactive panels are constructed from 24 GA (0.021 " min) galvanized steel The face sheets at top and bottom are bent 90° over the top and bottom rafts. The top rail measures 1.0" high x 1.888" wide. The steel bottom rail measures 1.21" high x 1.888" wide. The sides of the face sheets are roll formed into the latch and hinge stiles wMCh measure 1.00' high x 1.888° wide. The interior cavity Is Ned with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cutout for the two-piece 001. Aluminum Re frame. Units are glazed with tempered and laminated impact 1" la On double door applications Ste inactive door is fitted with an extruded aluminum astragal of 6063 -T5 alloy, manufactured by Endure. Fume Construction: The frames are constructed of fingerjointed pine jambs measuring 4- 9/16 "x 1 -1/4 ". The head jambs are mortised and butt Joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2' long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Sggitcg 001. Insulated lite Is 1" overall thickness, consisting 01011 (1) pane of 0.125° tempered glass; 0.8" air space: two (2) panes 010.125" annealed with .090" PVB intarlayerby Saluda. AN Ntes are sandwiched glazed Into the panels. SlaPPir too 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH Zwar toI 74" MAX. OVERALL FRAME WIDTH 38 1/2" MAX. W EASTRAAGALAL !o oi 4'0 Q. SINGLE OLITS1T7NG UNIT (8) SCALE 1/2" g1' -0" REF ASTRAGAL BOLT ITEM # 12 DOUBLE O1TSW4WG UNIT (XX) SCALE': 1/2" =1 —0" ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & 80.1. OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 8 COMPONENT DETAILS 8 UNIT COMPONENTS TABLE 1 DESIGN PRESSURE RATING '43/A APPROVED FOR USE FOR WATER INFILTRAATION IS RREQUIR DE POSITIVE +40A MP NEGATIVE .80.0 P8F 2 O 61 co st m a O Z Dcvisiof NIMESH BHAVSAR FLORIDA P.E. NO. 86861 DAM 2/5/08 scum: AS NOTED owo. ar: EAG CH*. sY:S. SAFFELL DRAMM N0: JW0509 -03 ae NOXEMIttl t INC. P.1). VOX 11040 OCUICA R. MO tt�s oma mgr 1 of 6 1/4" MAX. SHIM THK. SEE DETAIL G SHT. 8 A VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALE 6" =9' —O" ^tom 1/4" MAX. SHIM THK. 2 5/87 MIN. SEE DETAIL G SHT. 6 INTERIOR 0 m 0 0 0 .EXTERIOR 1" 0 0 0 0 0 .B VERTICAL CROSS S.E1C170N TYP. 2 mew: INSTALLATION SCAM 6" =f' -0" tem DESCRIPTION Material 11/111ERAMIMITLYIE17 411111041111111.1 F1UWAVAIIII7111 f ,sY ;! ix�l:if1!�:1r'Pi>i u,. ii ii aF : z. z..: t,* 11111-na a Eir /41 :1 Fri7411 E'?:13:'llAtiiralI 'ilIx14111 �3rdAINE 10iFIL+7:7117AirZIN 11101.11.11111 ALUM T6063 —T8 ALUMINUM ASTRAGAL :. STRIKE PLATE LOCATED JAMB STEEL 111.11U16.9111111111gli PM' E1121 ] r:LrIS� 34 sr 9 : t eir .. r Fi�[r tLl 47 •r;YR7 E��h7 ILdI?ia7.ryirLCdx7i.i.ix+leTf7II+Y�t$IETT� i ipziaadvirmAggiummiimmi, EXlETLIIMI`IE WL7Tfdfl[x � Fig . ■:". . i3/tIifillP 1'i witpkat.! �+Z- DA+525 .... n144rrrlrtir0.ti WIN llll,(n4. ,,,47t.tgUr,:ed;rl,;;,+ti,ZM7M Fa ply 1,,;...-IiirePwriPlerti2dit• cy, T> ;ll:lyi!�'tt�r.1!�7!ti ?�i�Eri -1 PRODUCT REVISED escomplyine ttmvvrih Fled& Building Cede Amapa= No ,;. + •7-7,1; =cif: .ia . _ Division N MESH EHAtSA.R FLORIDA P.E. NQ. 58881 Olt 41v1'.'). 1 tmh+na, MR n» tKi e10M10 FL MN cBR Cwt m a 16,. 21837 DATE m� s ma 2/5/08 DOM AS NOTED DEM BY: FAG ONK. DY S. SAFFELL ONAWYIG N0: JW0509 -03 slur.,_Of SEE NOTE #3 0 1 1/2" MIN. MIN4 * 11/4 0 41„.,4 ( _ -...mar I I Div €p - 1/4" MAX. SHIM SEE DETAIL G SHEET 6 co 2 5/8" M N. 0 :__ 0 0 © 0 INTERIOR 12g10428 A HORIZONTAL CROSS SFTION TYP. WOOD INSTALLATION ALA 6" .t' -0 ") 1 1/4° MIN. EMB. 1 /4" MAX. SHIM SEE DETAIL G 'r SHEET 6 0 0 SEE DETAIL 0 SHEET 6 0 D 1/4" MAX.- SHIM 1 1/2" MIN. I16, ,���r 0 PAN"::°4010011111IN n�a�N �,���►�.., 0 / 0 HORIZONTAL CROSS SECTION TYP. 0 0 WOOD INSTALLATION (SCALE: 6" mot' -0 ") 1 1 /4" 1/4" MAX. M EMB. 1 SH M VII G <rof INTERIOR .EXTERIOR W ^a SEE DETAIL G0 SHEET 0 CDHORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" ¢1' -0 ") INTEPJOR SEE NOTE #1 SEE NOTE 2 2 5/8 I 111011�►m 0 0 0 0 0 HORIZONTAL CROSS SECTIQN TYP. EXTERIOR ACTIVE MIN. 0 0 CONCRETE INSTALLATION SCALE• 6" mot' -0") NOTES: E) 2. LATCH AND DEA080LT STRIKE PLATES PAGE TO ASTRAGAL 71 SCREWS). NUT PATES. 80171 PATES REQUIRE X 3" PHILLIPS FAT HEW WOOD SCREWS 3. FOR ANCHOR SPACING SEE SHEET 4 OF 8 4. 2x BUCK TO SUBSTRATE FASTEVINO MAY UTUJZE OPTIONAL 3/18" ELCO TARN (NOA 102-0503.07) ASTRAGAL CROSS SECTION TYP. (SCALE: 6" = >' -O") Z 8 8 0 0 NIMESH BHAVSAR FLORIDA P.E. NO. 56881 a noMma earaaa �m PA Fel smogs FL sues imam mac 8 h CC WA,E 2/5/08 Sake AS NOTED OWO. BY: EAG OW mS. SAFFELL ORAWNO NO.: JW0509 -03 -1I8" SEE DETAIL 8 SHEET 4 SEE DETAIL A SHEET 5 M 64- /2" ANCHORING I SINGLE UNIT (X) SCALE: 1/.2" SEE DETAIL A SHEET 4 6" ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE DETAIL A SCALE' 3" =1' -0" DETAIL B SCALE. 8" —1' -0" 6" I { I 12 2/5" I P V . 6 "-1 3" TYP. 11011111""0. t SEE DETAIL D SHEET 5 I !TYP. 12 2/5" TYP. TYP 6" 74" SEE DETAIL E SHEET 5 OUTS INGUNI A(X DOUBLE ( SCALE' ! /2" =1' -0" �-- SEE DETAIL 8 SHEET 4 SEE DETAIL A SHEET 4 PRODUCT REVISED as complying with the Mai Bulldog Cods f, ;r .1. '; 0 rl N8AESH 6HAVSAR FLORIDA P.E. NO. 58831 DETAIL A —HINGE MOUNTING DETAIL SCALE:. 3" =1 —0" DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8° DEEP ASTR4CAEL RETAINER STRIAE PLATE FOR .SILL SCALE. 3" =1 —0" ANCHOR ® EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1 -3/8° DEEP DETAIL B TRROWBOLT STRIAE PLATE FOR Ij,6'AD SCALE: 3" TCWzFAS2ENE8 SPACING USE I P PR FS SCALE: NTS DETAIL C STRIKE PLATES TO JAIWBS SCALE 3/8" =1 —0" DETAIL D STRIAE PLATES TO ASTR,.CAL SCAM. 3/8" =I —0" 1/2° x 1/4° ALUM SPACER 1/8" TEMPERED GLASS 1/2" AIR SPACE 3/4° GLASS BITE GLAZING D1i'TAIL 1SULATED CLASS SCALE. 6" •1' -0" 0.090" PVB INTERLAYER BY SOLUTIA 1/8" ANNEALED z Q 2 0 2 PRODUCT RIMMED sa complying with Bu Plaid, Ao oe No �' • y `�i'rr NIMESH BHAVSAR FLORIDA P. E. NO. 56861 or 13 8 P.o. !0X r+a R[ UM MAW, 11.12401 RFC WINO. w hoaat,aw" Nu. 26557 DAM 2/5/08 SCALE AS NOTED CAN. BYg EAG Oft SAFFELL CRNKIMO NO.s JW0509 -03 sEr 3_ of MIAN[fDiAI E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd 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.eov/buildinacode This NOA is being issued under the applicable rules and regulations goveming 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 1650 Aluminum Horizontal Sliding Window — L.M.L APPROVAL DOCUMENT: Drawing No. HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, 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 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, 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 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 Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, 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.T. DuPont DeNemours & CO., Inc. for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on December 11, 2010. Manuel Pe .E. Product Control : , er NOA No. 08- i .08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 E -1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None E -2 Manuel Per Product Control E r NOA No, 08- 0107.08 Expiration Date: April 10, 2013 Approval Date: Apri110, 2008 MIAMI DADE. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd 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.maimidade.gov/huildinEcode 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 2000 Aluminum Single l nn&Window — L.M.I. APPROVAL DOCUMENT: Drawing No. S1108-01,-titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 01/25/08, 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 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 01/25/08, 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 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 series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1+ 1'L -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 12/22/07, 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. for their "DuPont Butacite PVB Interlayer" dated E -1 DuPont DeNemours & Co., Inc. 01/05/06, expiring on 12/11/10. ti Manuel Per Product Control Ex NOA No. 08-021 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Sunshine Windows Manufacturin Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and scaled by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10 /10/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -2 Manuel ' erez, Product Control Exa NOA No. 08 -0219. i 3 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 MIAMI•DAD: COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 3311 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.aov/building$ode 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 withthe 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: Eaeh 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 alter 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 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 1224,10 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 Page 1 Sunshine Windows Manufacturing, Inc. 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 Acceptaince 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. O. OTHER 1. None. E 1 Man el Per Product Control Exa NOA No. 08 -12 -:10 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 MIAMI•UADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 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.buildin¢codeonline.com ma T . s. 1 ' • rill ' 1 is t • t I t 111 1 . • 1 .1. t w' s • r• :'t / • 'Nam Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09 /30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06- 0214.02 Expiration 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 T S201 -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. 11'L -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 CERTi iCATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Product Control D" NOA No 06- Expiration Date: January 25, 2012 Approval Date: February 22, 2007 p F BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section 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 Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4302" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. PWOS -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0902.10 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. 4 MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 --2590 F (786) 315 -2599 ov www.mlamida�.g building NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 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 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. 2. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 ld° 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/17110, signed, sealed and dated 01/26/11 by Franco Hernandez, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 2. Statement letter of conformance, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. E -1 Jaime D. Genoa, P. E. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED, F. STATEMENTS (CONTINUED) 3. Statement letter of no financial interest, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 4. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA RP. 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 08- 0902.10, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — L.M.I.' , approved on 10/23 /08 and expiring on 09/11/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date; September 11, 2013 Approval Date: February 24, 2011 E -2 ' MOM VELD .4.11.1410 -- -. { • 1 . dt • 'a.. < �' RR8 Manufacturing, inc. t746 W t i Pha (300)364-11162 8tts ri WINDOW 1Nt OS DESIGN PRESSURE CHART • PSF :_ a;_ _ • ∎, !'r1a I t I A S A POS. NEO. ,,` IANO 910E �.9HORT 910E SIDE CORNER OEMIL 1 2 8 / r, TYP. CORNER DETAIL. CORNER DETAIL #1, -4,-,, k B i' -aF- g 108 X 28 12 3 90.00 : • MUM 10 11 3 90.00 90.00 b i I 91 X 28 10 ®© 90.00 : • • eY i il 5 0 i C 1.7 10 3 90.00 ; .... 78 X 37 �'Q 84.20 84.20 78 X 28 8 9 3 .90.00 90. tri (A8111 1r 78 X 19 8 9 3 90.00 90.00 Cur 63 X 48 7 8 8 78.30 78. 10" COMER EMIL • f0" SHORT WOE M �� 63 X 39 7 8 5 90.00 90.00 9I�f ($) A 63 X 37 7 8 4 90.00 90. 83X28 7 8 3 90.00 90.00 A ;_1.11.11 Y3' LilIyJL.: 63 X 19 7 8 3 90.00 90.00 'i ` RECTANGLE CORNER DETAIL #2 TRAPEZOID 48 X 48 5 8 8 73.10 73.10 53 x 48 8 7 s 76 3G 76.3o TYPICAL ELEVATION TYPICAL ELEVATION 53X39 8 7 5 90.00 90. MOM 1. FOR CONNECTION TO CONCRETE BLOCK USE t /4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 8. STEEL MATERIAL SHALL CONFORM TO ASTM ASOO,A853 OR A38 WITH__ _ 1/8" MINIMUM WALL KNESS. ALUMINUM ALL01r 8083 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO W000. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. gIsG t 53 X 37 6 7 4 90.00 90.00 83 X 28 6 7 3 90.00 90.00 53 X 19 8 7 3 90.00 90.•.. 48 X 39 5 8 5 90.00 90.00 48 X 37 5 6 4 90.00 90.00 46 X 26 5 8 3 90.00 x.00 48 X 19 5 8 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 28 4 5 3 90.00 90.00 38 X 19 4 8 3 90.00 90.00 28 X 28 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87 • 0.34" OVERALL LAMINATED CLASS USING TWO UTES OF 1 /8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IRO INTERLAYER FILM BY SOLUTIA. MIMI FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD 74 X 37 8 9 4 90.00 90.00 74 X 28 8 9 3 90.00 90.00 a Ow NM 74 X 19 8 9 3 90.00 90.00 tmtm -2."1 WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. $aata 1 PRODUCTREVISED asammptyingwO6WsPlotrin No r 0 , . ,.,,'' 1114P 1 AI kr ' FRANCISCO �NA i t .�� t•166 "9t aEZ Weals 01 -24-11 Ravlobn DRAWS N0 PW08 -01 SHEET 1 OF 8 ;::,•. „ .r- FLOM PE 5 MU WINDOW SIZE L X S INS DESIGN PRESSURE CHART- PSF 1VCaOP ANCHORS POS. KO. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 28 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 6 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 83 X 48 7 8 5 76.30 78.30 63X39 7 6 5 90.00 90.00 63X37 7 8 4 90.00 90.00 83 X 28 7 8 3 90.00 90.00 83 X 19 7 8 3 90.00 90.00 48 X 48 5 8 5 73.10 73.10 53 X 48 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 83 X 37 8 7 4 90.00 90.00 83 X 28 6 7 3 90.00 90.00 53 X 19 6 7 3 00.00 90.00 48 X 39 5 8 5 90.00 90.00 48 X 37 5 6 4 90.00 90.00 46 X 28 5 6 3 90.00 90.00 48 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 28 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 28 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 CORNRR DETAII. #I TYP. SO' CORNER DETAIL 1A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION iNCHOR& 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTIONM TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL. SL$ALL CONFORM TO ASTM A500,A653 OR A38 WITH 1 8 MINIMUM WALL THICKNESS. ALUMINUM 6063 -75 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. Q38c 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. =MR FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENOTH MADE WITH ER4043 FILLER ALLOY. PRODUCT RRVzsED es complying >?uiUUngCoda with ills Plerldo Amputee No Dato FRANCISCO 121211120121 Psi 1745 i 33°11 Wu <308)304-s158 r®e(JO4 8211 -8118 e oron eK NM Oda $omn -1 Redden: 21-24-11 Ravhdom DRAWS MD. PW08 -01 SHEET 2 OF 8 WINDOW SIZE LIN i68 DESIGN PRESSURE CHART - s soussrort POS. NEC. LONG SIDE INCL INED SIDE SHOAT SIDE 108 X 28 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 28 10 11 3 90.00 90.00 84.X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 8 9 , 3 90.00 90.00 78 X 19 , 8 9 3 90.00 90.00 83X46 7 8 5 78.30 76.30 83X39 7 8 5 90.00 90.00 63X37 7 8 4 90.00 90.00 83 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 8 5 73.10 73.10 83X48 6 7 5 78.30 78.30 53 X 39 8 7 5 90.00 90.00 83X37 8 7 4 90.00 90.00 53 X 28 , 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 48 X 39 5 8 5 90.00 90.00 46 X 37 5 8 4 90.00 90.00 46 X 28 5 8 3 90.00 90.00 48 X 19 5 8 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 28 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 28 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 TYP. sd. CORNER DETAIL SIDEWAYS RECTANGLE WITH CRC,E TOP TYPICAL ELEVATION MOM 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALT. CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/r MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. SAS 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF. 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX MG INTERLAYER FILM BY SOLUTIA. MOSE FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILTER ALLOY. PRODUCT REVISED as soaplying Mgt deg Worlds Bunding Code AecopmnooNo Ear de 01 RANG FaNJANDBZ PLARIDA P8 # 5130.3 "�.rrrrr.•l Matsdadmil, . 1743 At4o 3331a Pau ( )334 -0982 Fom(306)828 -5118 Drawl 5,a NM Data S 1 • Robe= 01 -24-11 Revision* DRAWING -01 SHEET 3 OF 8 WIDOW spit W X H MBES DESIGN PRESSURE CHART- PSF MOHR AMMO OP POS. NEG. SW. ARCH 108 X 26 11 14 00.00. 90.00 98 X 26 10 13 9040 90.00 91X26 10 13 90.00 90.00 84 X 9 12 90:04 90.00 78X37 8 14 84.20: .2 78X28 8 12 90.00 91). 78 X 19 • 8 11 90,00: 90.60 63 X 32 7 12 .. 90.00 '90.00 83 X 28 7 10 80.00 .80.00 83 x' 19 7 9 90,00 90.00 - X24 8 9 90,00 90: • . 83,X27 8 10 90.00 :90.00 83 X19 8 8 90.00 9000 48X23 8 9 90.00. 90.00 48 X 19 8 8 :0.00 IMM 38 X 10 4 .7 90.00 90..x• 28 X 13 3 8 90.00 90.00 74 X 37 8 14 90.00 90.00 74X28 8 11 90.00 En 74 X 19 8 10 90.00 CE ARCH TYPICAL ELEVATION 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR COIV N TO METAL COFSTRUCTURE RM - 1/4" GRADE 5. OR A38 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6083 -T8 WITH 1/r MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO MOD. 4. THIS PRODUOT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 0.34" OVERALL LAMINATED GLASS USING TWO LITES 0F, 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX I110 INTERLAYER FILM BY SOLUTIA. Man FOR CORNER WELDSD CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. VAW- ro ROW, ffc 5$Z f,y�,t,tl.\' .. r i.ix cETNt 1 1 { l5, I ,16.1:: killilhhs..144 . v 1 Ph! (3011)384-0$52 Fast(305)8211.41 WO• W an en CORNER DETAIL #1 lilt_ 1 tie f,! A 1, s9* VAX. 1, ,,ate r ., ` 'IRlANOLE ' PULL ROUND TYPICAL ELEVATION TYPICAL ELEVATION DESION PRESSURES POSITIVE = +9400 PSP DESIGN PRESSURES NEGATIVE = -90.00 PM ANCHORS: A UL N 1 1 /2" EMBEDMENT IIN¢TO 1. FOR CONNECTION 2. � COIN E ON ti, ORM T URE USE 00, 3 s GRADE 5. MUM WALL THICKNESS. \ AR MINUM ALLOY 1Y MINIMUM ITHL 1/8 INIMU �4� ALUMINUM ALLO 6083-75 WITH 4 8 MINIMUM WALL THICKNESS. CORNER DETAIL #2 3. FOR CONNECTION TO 28Y WOOD BUCK OR W000 STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. ,J 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. MR 0.34" OVERALL LAMINATED GLASS USING TWO LUTES OR 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX MG INTERLAYER FILM BY SOLUTIA. LWI • mem ayt NM QUARTER ROUND FOR t *ELM t USE 1 ALW sato s_ " . TYPICAL ELEVATION PRODUCT'REVIED nitta wmtho ,., Na '' ` '. . . 't 11 , 1 I r / FLORIDA PR t 51363 Potshot O1- 24-11, DESIGN L SITI m 90.00D NEGATIVE =- �aorsr t1o. PW08 -01 SHEET 5 OF 8 CORNER OETAL #1 DoRNER DM 1 >r. A ' x 4 c% ' r:tx :0r'� gd ; r P. • p ,a Manufaturing, ,mow a Pk 003)104-91152 ; Inc, s W.4 / \ d i (� i OCTAGON NORM Ilk HEXAGON TYPICAL ELEVATION � TYPICAL ELEVATION __ DESIGN PRESSURES PosrrI S=. 90.00Ps NEGATIVE • - 90.00PSF � CORNER DE1Ali. 41 DEiSICEN PRESSURES POEM'S a+90.00PSP NEGATIVE= •90.001'9P MOM 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO ULTRACON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° SMS GRADE S. • STEEL MATERIAL StIALL CONFORM TO ASTM A500.A653 OR A38 WITH ALLOY 1/8 MINIMUM WALL 'THICKNESS. ALUMINUM AL OY 6083 -75 WITH 1/8- MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR W000 STRUCTURE USE 1/4° ELCO ULTRACON WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 ' FLORIDA BUILDING CODE. gat 0.34° OVERALL LAMINATED GLASS USING TWO LITES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. �" �� FOR WITH 1 1/4 WELDED 1/8" FILLET MADE WITH ER4043 FI WELD ALLOY. Date WE 1 • anRdtns A o•Nn • pt sr.. - ��� r ► / t PE �'atm '•,,, MvLtan81 -24-1 t Rerbtem NO. PWO8 -01 SHEET 6 OF 8 �" ATTACHM$NTTOMASONRY 18Y W000 ,•0111.ETES. MUST: B.E. t! t ATTACF�. . TO TRANSFER GIJONO 'SYSTEM LOADS TO.TN`$ EITNIciuPE: to APPROVED DV BUILDING OF!IOW.. PRIOR TO WINDOW INSTALLATION. TYPICAL ANCHORS 1/4" UL.RACON 1* 1/2" MEN. EMBED•ENT INTO M•30NRE THROUGH 1BY W000 OFFOR MAX. ANCHOR SPACING* AND ANCHORS REFER TO ELEVATIONS AND 1�t 4. PH ON SHEETS TYPCCAN. FOR JAMBS, HEAD AND ELL. • TYPICAL ANCHORS 1/4" ULTRICON 1 1/2" MIN. EMBEDMENT P02 MAX. ANCHOR SPACING AND NUMBER ANCHORS REFER TO E.EYAAONS AND DESIGN PRESSURE awns ON SHEETS TYPICAL FOR BUJ. ONLY. ATTACBMENT TO PDS -CAST SILL TYPICAL Ste, LONE 2BY WOOD BUCK BY OTHERS. MUST:'BE PROPERLY ATTACHED TO TRH y, �i �� SYSTEM LOADS " UR 0 <: TO P OR APPROVED WINDOW INSTALLATION. TYPICAL ANCHORS 1 4" 1 1/2" MIN, PENETRATION INTO W000. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4. 8. AND a OF 8)_ TYPICAL FOR JAMBS, HEAD AND SILL. g ATTACHMENT TO WOOD TYPICAL ANCHOR 7 1/4" SMS THROUGH METAL MAX. ANCHOR SPACING AND NUMBER OF AN014028 REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, a) fY FOR JAMBS, HEAD AND 81.L. • -DADE COUNTY APB MIN, 11/8 WALL T om. APPROVAL) TYPICAL ANCHORS 1/4" NS THROUGH METAL (FOR MAIL ANCHOR SPICING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1. 2. 3, 4, 5,N408OF8) TYPICAL FOR JAMBS, HEAD AND SA.4. ATTACHM NPTOMULLIONDETAl. ATTACHMENT TO METAL STRUCIUR$ (STEER. OR ALUMINUM 1/8" MIN. THICKNESS) Ar MUST MAX. HIGH STRENGTH GROUT BE MN. 3 HSI NON-SHRINK, NON- METAUC, OR 18Y W000 BUCK BY OTHERS. MUST 8E PROPERLY Roger TO TRANSFER DIALING SYSTEM LOADS TO 1142.snUCTURE. TO BE APPROVED BY 8UO N0 OFFf011U. PRIOR TO WINDOW INSTALLATION. 1/4" MAX. SH M SPADE /4' ULTRACON 1 1/2' MIN. EMBEDMENT INTO MASONRY THROUGH 18Y WOOD WICK OR TON - SHRINK NON - METALLIC GROUT (FOR MA% ANCHOR 04040 AND PRJMBER OF ANCHORS REFER TO ELEVATIONS AND DEMON PRESSURE CHARTS ON SHEETS 1, 2. 3, 4,8 AND 8OF8) TY010*4. FOR SILL. ONLY. ATrACHMENTTOMASONRY lll,. t —ac6 —n 1745 Naos Mate* Fledis 330112 Dron4.. NM Met g -11,'W ®1 Rw11.Iom01 -24-11 Ream MONO NO. PW08 -01 SHEET 7 OF 8 SECTION A - A SECTION B - B GLAZING DETAIL o.O• INTERLAYER SAFIEX 1110 BY gown* MATERIAL LIST ITEMS PART DESCRIPTION MATERIAL 1 SR -101 HEAD. SILT. AND JAMB 6083—TO 2 SSW -101 OWING BEAD 8083 —T8 3 ANCHORS SEE ELEVATION SHEETS 4 # 8' X 1' P14 S.M.S ASSEMBLY SCREW 5 .340" (11/321 LAMINATED GLASS /HEAT SIR. SEE GLAZING DETNI. MEET 8 g _ STRUCTURAL SILICONE DOW CORNING 898 PRATE ITEM No. 2 PART SSW -101 OLA BRAD Rom FR 5133 Manufacturing, Inc. 17411 vt._33ol Week Ras Ph: (3051 Fatl(So5)S28 -5118 1 fi tee„, NM • Oato awe -1 1gerau41 -24-11 MANG PM PW08 O1 SHEET 8 OF 8 w z 1 t MAX. DESIGN PRESSURE CHART - ?SF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (X0) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL PER IB 13/4" SILL 3" SILL EXT. INT, EXT. INT. STANDARD SIZES 26 1/2' 370 53 1/8- 74" 26' 3 53.33 120.00 80.00 120.00 4 53.33 120.00 80.00 120.00 6 3 53.33 119.30 80.00 119.3 8 53.33 90.0 80.00 90.00 26 1/20 370 53 1 /8' 74" 38 3/6' 3 53.33 120.0 80.00 120.00 4 53.33 120.0 80.00 120,00 6 5 53.33 95.50 80.00 95.50 8 53.33 78.90 78.90 78.90 37" 53 1/8' 74" 50 5/8" 4 6 53.33 104.70 80.00 104.70 6 53.33 88.40 80.00 88.40 8 53.33 67.30 67.30 67.30 37" 53 1/8" 74' 63" 4 7 53.33 88.20 80.00 88.20 6 53.33 75.00 75.00 75.00 8 53.33 62.00 62.00 62.00 )DULAR SIZES 24" 36" 46" s0' 72" 24" 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 120.0 5 53.33 120.0 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 90.00 80.00 90.00 24" 36" 48" 60" 72" 36" 3 4 53.33 120.00 80.00 L. 120.0 4 53.33 120.00 80.00 120.0 5 53.33 120.00 80.00 120.0 6 53.33 99.90 80.00 99.90 7 53.33 88.60 80.00 88.60 36" 48" 60" 72" 4 53.33 100.40 80.00 100.40 5 53.33 93.90 80.00 93.90 48" 6 5 53.33 87.00 80.00 87.00 7 53.33 74.30 74,30 74.30 36" 48" 80" 72" 4 53.33 90.00 80.00 90.00 60" 5 53.33 87.00 80.0 87.00 6 7 53.33 83.40 80.0 83.40 7 53.33 67.80 67.80 67.80 w z 1 t MAX. 3 1/8" MAX. WINDOW WIDTH 10" MAX. TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- 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 SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Florida ' t .. Cade Dare !,: d +_• NON/ • , a YI Y 08 IV<ini Dada ' • • Control 13y FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Wind() Manufacturing, fly. 1745 W. 33rd Plop* Hialeah. Florida 36012 Ph: (305)364 -19852 Fa ,c(305)828 -5118 Drawn Bv: RF Date: 03 -14-08 Scow: 1/2 " =1' Revision: Revision: DRAWING NO. HS08 -01 SHEET 1 OF 7 In o IMPACT GLASS ' gip;- IMPACT GLASS i. /,V, ii � / :1 .. . i. ii '!i. 1 ft i :, 1. ■I. 3 1/8" MAX. WINDOW WIDTH 10" MAX. TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- 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 SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Florida ' t .. Cade Dare !,: d +_• NON/ • , a YI Y 08 IV<ini Dada ' • • Control 13y FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Wind() Manufacturing, fly. 1745 W. 33rd Plop* Hialeah. Florida 36012 Ph: (305)364 -19852 Fa ,c(305)828 -5118 Drawn Bv: RF Date: 03 -14-08 Scow: 1/2 " =1' Revision: Revision: DRAWING NO. HS08 -01 SHEET 1 OF 7 WINDOW HEIGHT 3 1/8" f`" MAX. L) IMPACT GLASS /tt _- 4t mot7.7mn i b1.. 7,. MAX. IMPACT GLASS ti •tl ;t r 3 1/8" MAX. WINDOW WIDTH 70 MAX. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- 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 SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Cods NO .' ;wiry • 8 Mkizni Dade Product Control l` By L/!.. FRANCISCO HERNANDEZ FLORIDA PE # 51393 FA • IN DESIGN PRESSURE CHART - PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED RESISTANT ANCHOR SCHEDULE LAMINATED IMPACT GLASS HURRICANE PROCTECTION IS NOT REQUIRED WINDOW DIMENSION WIDTH HEIGHT PER HEAD & SILL pER JANE 13/4" SILL 3" SILL EXT. INT. EXT. INT. M �" STANDARD 74" 38 3/6" 11 6 53.33 90.00 80.00 90.00 74" 50 5/8" 11 8 53.33 90.00 80.00 90.00 37" 63" 6 9 53.33 90.00 80.00 90.00 53 1/8" 8 53.33 90.00 80.00 90.00 74" 11 53.33 85,20 80.00 85.20 g48" AA Z" 72" 48" 11 7 53.33 90.00 80.00 90.00 60" 7 9 53,33 90.00 80.00 90.00 so" 9 53.33 90.00 80.00 90.00 72" 11 53.33 90.00 80.00 90.00 WINDOW HEIGHT 3 1/8" f`" MAX. L) IMPACT GLASS /tt _- 4t mot7.7mn i b1.. 7,. MAX. IMPACT GLASS ti •tl ;t r 3 1/8" MAX. WINDOW WIDTH 70 MAX. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- 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 SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Cods NO .' ;wiry • 8 Mkizni Dade Product Control l` By L/!.. FRANCISCO HERNANDEZ FLORIDA PE # 51393 FA • IN Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah. Florida 33012 Ph: (305)364 -4452 Fox(305)828 -5118 HORIZONTAL SLIDING WINDOW (XO) IMPACT RESISTANT GLASS Drawn 8,,; R F Date: 03 -14 -08 Scale: 1 /2" =1 . Revision: Revision: DRAWING 140. HSO8 -01 SHEET 2 OF 7 WINDOW HEIGHT i ,C; ( 201 WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOW Approved as complying with the Florid ; Dsts • 10 .. ; NOA! .Zt'1'... C9 Micsa: Dade Prod Control By 3 -15 -fib FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (308)364 -9462 fox: (30)828 -5118 HORTZONTAT. ST TTlTNCT WINDOW (Xnl Drawn Br: RF Date: 03 -14 -08 Scots 1/2"41` Revision: Revision: DRAWING NO. HSOS —01 SHEET 3OF7 MATERIAL LIST ITEM # PART # REQD. DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063 -T5 2 SW -019 1 FRAME SILL 6063 -T5 3 SWxxx21 1 INSERT TRACK 6063 -T5 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 6063 -45 6 SW3019 AS RQD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS # 8 X 1" SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 MATERIAL LIST ITEM# PART# REQD. DESCRIPTION MATERIAL 13 SW -016 1 MOVING SIDE RAIL 6063 -75 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 6063 -75 18 SW -014 1 JAMB TO FIXED PANEL 6063 -T5 19 - AS RQD SILICONE PEC. -895 OR SIMILAR 20 SW -101 AS ROD IMPACT GLAZING BEAD 6063 -T6 21 SW -STL 1 3/8" X 3/4" FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS fi 8 X 2 1/2" SMS. -1 0.812 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fox:(305)828 -5118 1.625 ----j Drown H3v: RF ��1 0.394 Scats 1/2 " =1' Revision: 0.050 1.875 MOVING �� --I 6063 HSO8 -01 SHEET 2.12571 1250 0.062 i 250 _T i 0.050 1.437. _I.� 0.395 7 0.750 0.812 I-- MEEING RAIL SW -017 -T5 GWLAZING BEAD 018 6063 -T5 " JAMB 1.312 PANEL 0.687 I--- FIXED MEETING RAIL SW -40111 6063 -T5 TO FIXED SW-014 6063 -T5 2.077 ---- -I FRAME JAMB TO MOVING PANEL SW -013 6063 -75 1,00 2.7 0.078 1.5090 f 3.062 0.062 1.7 1.8750 lir 0.592 1.000 -w 1 0.810 SLIDER TOP AND SW -012 6063 -T5 0.030 �-- BOTTOM RAIL + 2.00 0.750 f SILL -+-I 1.0000 I-- MOVING SIDE RAIL 6063 T5 SW INSERT TRACK -3-x21 6063 -T5 FRAME HEAD AND SW -019 6063 -T5 SILL RISER 6063-75 IMPACT RESISTANT WINDOW Approved as complying with the Florida r :sl, • Date • 0 //: NOA# - 3ffJ6d11= Miami Dade By t., A Di FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fox:(305)828 -5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WJN DOW (XO) Drown H3v: RF Date: 03 -14 -08 Scats 1/2 " =1' Revision: Revision: DRAWING NO. HSO8 -01 SHEET 40F7 DETAIL A ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" TAPCONS 1 1 /4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF' ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1" BY W000 BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) �--- -- 2" BY WOOD BUCK DETAIL B ATTACHMENT TO WOOD DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL HEAD SEC1IONS IMPACT RESISTANT WINDOW Approved as complying with tha Florida B din Coda Date 10 ' NOA.# Miami Dodo Di �— i15 —v8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fo:c(305)828-5118 L1 Ji 1LA.J.L' I i t1 L, 01.311/11.14%J rr 11'4JJV VV `1111) IMPACT RESISTANT GLASS Drown ay. RF Date: 03 -14-08 Scab: 1/21'1=1' Revision: Revision: DRAWING NO. HS08 --01 SH EET 5 OF 7 y 4 4 4 4 a �' • . s K. .G •4 • •— • 4 44 •-. CV• ••'d• • • ' 2 1/2" MIN. 2 1/2" MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR- MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL D ATTACHMENT TO PRE -CAST SILL 'TYPICAL. ANCHORS 2" BY WOOD BUCK 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD • 2 1 /2" MIN. 3/4" MAX. NON — SHRINK GROUT OR 1" BY WOOD BUCK • Z : • 4 . -. T•• • 2 1/2" MIN. 4 TYPICAL. ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL E ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL G ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW Approved as complying with the Ronda • • di Data i„ ; •�0 NOA# " 8 !Wiwi Dada • ... ,. .•.•. •. Di By .11 —tti-0$ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (306)364 -9952 Fax:(30S)828 -5118 SERIES 1650 ALUIVIINUM HORIZONTAL SLIDING WINDOW (XO' Drown Bv: RF Dote: 03.14 -08 Scale: 1 /2 "=1' Revieton: Revision: DRAWING NO. HS08 -01 SHEET 6OF7 2" BY -WOOD BUCK 1/4" MAX. SHIM SPACE TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN, PENETRATION INTO WOOD. (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL I ATTACHMENT TO WOOD DETAIL 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL J ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1 /8" MIN, THICKNESS) DETAIL H ATTACHMENT TO MASONRY GLAZING DETAIL TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) MIAMI DADE COUNTY APROVED MUWON Approved as complying with** Florida 1 Dt�te 0 NOAij Miami Dade Product Control llivt'�'r�, By GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR ATTACHMENT TO MULLIONS DETAIL IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 � ..1 ::.... I(`iWMii(i Sunshine Windows Manufacturing, Inc. 1748 W, 33rd Piave Hialeah, Florida 33012 Ph: (305)384-9952 Fac(305)828 -5118 Drown BY: R F Date: 03 -14 -08 Scale: 1 /2 1 Revision: Revision: DRAWING NO. HSO$ --01 SHEET 70F7 HEAD ANCHORS SEE CHART 4" 10 "MAX ;Ai A2; + 66,3; FALSE MUNTINS (SURFACE APPUED) MAY BE USED WINDOW HEIGHT TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH. UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURE MART - PSF SERIES -2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW DIMENSION ANCHOR SCHEDULE DISIGN PRESSURE -PS1+ WIDTH HEIGHT PE N D sin, HEAD A N t PER JAMB EXT. INT. 19 1/8" Revision: 3 DRAWING NO. sox) 90.0 26 1/2" " 3 90.0 90.0 37" 26 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" l 38 3 " / 3 900 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" 50 5/8 " 3 90.0 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 /8" 6 75.0 75.0 19 1/8" 63" 3 % 75.0 75.0 26 1/2" 3 75.0 75.0 37" 4 75.0 75.0 53 1/8" 6 75.0 75.0 19 1/8" 3 8 75.0 75.0 26 1/2" 3 75.0 75.0 37" 74 1/4" 4 75.0 75.0 53 1/8" 6 75.0 75.0 IMPACT RESISTANT WINDOW 1 Approved as complying with the Florida gelding Date No Waal Omit halal FRANCISCO HERNANDEZ FLORIDA PE # 51393 ':iiO4;.i iffi tiiii, Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hafeah, florid* 33012 Plx (305)364 -9952 Fa,c(305)828 --5118 SERIES 2000 ALUMINUM Drawn Eh*: RE scte 4Q " 5cscow. 1 2 " 2 =11' Revision: Revision: DRAWING NO. SH08 -01 SHEET 1 OF 6 TYPICAL ANCHORS 2 1/2" MIN. 2 1/2" MIN. TYPICAL. ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK DETAIL Al ATTACHMENT TO MASONRY DETAIL A2 ATTACHMENT TO WOOD GLAZING DETAIL TYPICAL ANCHORS -1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) Appros� m m, norles , 4, Date /. '. �' I.I+ NOAI IT.. -Ars Ji=$I Assa i :$ L Prod4SP. TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 it Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Floddo 33012 Ph: (305)364 -9952 Fax(3D5)826 -5118 prate �, RF Date: 04 -02 -08 Scale. 1 /2 "=1' Revision: Revision: DRAWING NO. SH08 -04 SHEET 20F6 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Floddo 33012 Ph: (305)364 -9952 Fax(3D5)826 -5118 prate �, RF Date: 04 -02 -08 Scale. 1 /2 "=1' Revision: Revision: DRAWING NO. SH08 -04 SHEET 20F6 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. TYPICAL ANCHORS —1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL CI ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C2 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK TYPICAL ANCHORS DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C3 ATTACHMENT TO WOOD Appr avc:i 3c tvettttin F`dmsdo " siding L+ e Date _I„ j L / f i :VOA s7:�"/ ligiI: P* R� k;it:, Fr RCIVO--1 TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Noce Hialeah. Floddo 33012 Ph: (305)984 -8952 Fox (305)828 -5118 Drown ev: R F Dote 04 -02 -08 Scale: 1/2"1' Revision: Revision: DRAWING N0. SH08 -05 SHEET 30F6 2" BY WOOD BUCK 'TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL. ANCHORS DETAIL D2 ATTACHMENT TO WOOD 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL Di ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VAUDS FOR JAMBS, HEAD AND SAL MIAMI —DADE COUNTY APROVED UWON ATTACHMENT TO MULLION DETAIL TYPICAL, JAMB SECTIONS TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) Approved tie cesp3ying with the Flarkte '• ,'hag Date / :r! 17e7; NO- 1LZIrokfL:111.4 Miami atistial IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 l=ax (305)828 -5118 Drawn 8v; RF Dote: 04 -02 -08 suited ,1/2"=1' Revision: Rev&sion: DRAWING NO. SH08 -06 SHEET 4 OF 6 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 WINDOW WIDTH HORIZONTAL SECTION /4" x 3/8" STEEL BAR 3/4" x 3/8" STEEL BAR (.4)- LATCH OPTION VERTICAL SECTION WITH TOP LOCK VERTICAL SECTION IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAW1N0 N0. SHOE -02 SHEET 5 OF 6 I--- 2.062 PARTS p .304 -T -1 0.8121 MATERIAL. 2.125 1.750 1 FRAME HEAD `T �— �� i 1.250 1.312 — --�� 0.050 ._(_. 0.395 3 SW -011 2 FRAME JAMB 6063 -15 GLAZING SW 6063 BEAT -101 —T63_ = ' FRAME HEAD ^ 6063 T5 MEETING RAIL SW-015 6063-15 -- 0.837 (--- 1--- 1.825 H .1... - 2.127 0.062 2.314 6 2.000 1 SASH BOTTOM RAIL 1.875 {L �! I SASH Ii 0.050 - 0.050 8 SW -012 2 0.68 6063 —T5 9 SW —AS 0.8121- - TOP RAIL SW -017 6063 —T5 I-- 2.078 —4 FRAME SILL SW -52101 6063 —T5 I,____ 2.375 FRAME JAMB SW -011 6063 —T5 SW8202A 4/VENT 0.1870 1 -- 1--- -1.890 2.750 [4] 2 /VENT LATCH BOTTOM RAIL 0.062 0.592 TI 1.000 0.050 -- ,0.810f -- SASH SIDE RAIL SW -012 6063 —T5 AS ROD SEAL PILE — ammo 1324 0.7119 SW3257 "` SASH BOLTON RAIL PLASTIC KOCETAL K300 SW -43353 --1 1.000 )--- SASH BOTTOM RAIL SW -43355 6063 —T5 MATERIAL LIST ITEM # PARTS REQD DESCRIPTION MATERIAL. 1 SW-014 1 FRAME HEAD 6063 —T5 2 SW52101 1 FRAME SILL 6063 —T5 3 SW -011 2 FRAME JAMB 6063 -15 4 SW40111 1 MEETING RAIL 6063-15 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW43355 1 SASH BOTTOM RAIL 6063 —T5 7 SW820213 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 —T5 9 SW —AS AS REQ ASSEMBLY SCREWS # 8X1" PH PHILLIP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43353 2 /VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 — AS ROD SILICONE DC- 899/GE -1200 15 SWW101 AS ROD GLAZING BEAD 6063 -16 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 2/VENT LATCH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW Approved cootplylog ESoride Dote NOAS Miami Da 8 Hy the k_ o2-66 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ‘,,F4 • SE Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 --9952 F0oc(305)828 -5118 SERIES 2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW Drown Sr RF Oats: 04 -02 -08 Scale: 1/2"=1' Revlon: Revision: DRAWING NO. SH08 -03 SHEET 6 OF 6 r FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND SILL OF MAIN FRAME MAIN FRAME SILL SERIES 2009 OUT-SWINGING ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART - PSF IMPACT RESISTANT GLASS AT HEAD/SILL MAIN FRAME JAMB HINGE LOCATION AT HEAD /SILL CORNERS. SEE HINGE LOCATION DETAIL FALSE MUNTINS MAY BE USED (SURFACE APPLIED) HINGE LOCATION DETAIL OPERATOR LOCATION AT HINGED SILL CORNER. SEE OPERATOR LOCATION DETAIL MAX WINDOW WIDTH = 37" MAIN FRAME SILL WINDOW DIMENSION WIDTH 19 1 /9" 26 1/2" 37" 19 1/8" 26 1/2" 37" 19 1/8" 26 1 /2" 37" 19 1/8" 28 1/2" 37" ANCHORS 5116" IMPACT GLASS Sunshine Windows Manufacturing, Inc. 1745 W. 33td Pima tiioteoh. ttorids 33012 Phi (308}354 -9052 Fox:(305)828 -5118 90.00 90.00 90.00 90.00 38 3/8" 90.00 50 5/8" 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 OPERATOR LOCATION DETAIL 24" 36" 24" 36" 90.00 90.00 90.00 90.00 90.00 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 DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. ir. -a .iibstL Drawn Bv: NM Dote: 12 -03 -08 Soak: NiS Revision: 06 -07 -09 Revision: DRAWING NO. CSO9 -01 SHEET 1 OF 1 0 HORIZONTAL SECTIONS WINDOW HEIGHT 0 0 liniumisril 0 0 VERTICAL SECTION App eed as sa ntlying with the Nealt5BUWtng•C ": N a Ali .s rix/ '• .fcg —1S —a9 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlalech. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 Drawn 8Y: NM Date: 12 -03 -08 scow 1/2" '0 14 Revision: 05 -07 -09 Revision: DRAWING N0, CS09 --01 SHEET 20F6 MATERIAL LIST MEM 9 PARTS QTY DESCRIPTION MATERIAL REMARKS , 1 OC --3430 4 FRAME 8063 45 TRUTH HARDWARE 2 goo • En OC -3428 0C -3427 1 VENT 6083 —T5 TRUTH HARDWARE AS RQ ' CURVED GLAZING BEAD 6063 --75 . TIE BAR OC -3427 A — AS RQ RECTANGULAR GLAZING BEAD 8063 --T5 AS ROD 1 .057" THICK CORNER KEY STAINLESS STEEL .■ 6 AS RQD TIE BAR GUIDE .057" THICK CORNER KEY STAINLESS STEEL 17 7 Eill_1111 11121111111111 10 35.13.00 11111 .057" THICK CORNER KEY STAINLESS STEEL TRUTH HARDWARE .057" THICK CORNER KEY STAINLESS STEEL �■ ASSEMBLY SCREWS # 8 X 1" PH SMS ULTRAFAB • EGRESS 4 BAR HINGE STAINLESS STEEL - TRUTH HARDWARE GLAZING TAPE 30175 _ STAINLESS STEEL TRUTH HARDWARE MATERIAL LIST ITEMS PART/ QTY DESCRIPTION MATERIAL REMARKS 12 23.01 1 SINGLE ARM OPERATOR STEEL. TRUTH HARDWARE 13 24.30 1 MULTI —POINT LOCK ZINC TRUTH HARDWARE 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE 15 31645 AS ROD KEEPERS STEEL TRUTH HARDWARE 18 03144 AS RQD TIE BAR GUIDE NYLON ULTRA HARDWARE 17 4905 AS ROD GLAZING BEAD BULB VINYL TRUTH HARDWARE 18 E20310KN AS RQD WEATHER STRIP BULB VINYL ULTRAFAB • 19 — AS RQD GLAZING TAPE FOAM FRANK LOWE 20 — AS RQD SNUBBERS NYLON L,.166J GLAZING BEAD 0C -3427 A 6063 —T5 0 21 — 4 SHEAR PLATE 6063 -75 FULL LENGTH 22 SEALANT AS RQD PECORA 895 /00W CORNING 899 SIUCONE- O. '- -1.81 1. 0.736 0.736 tiloleah, florido 33012 .1 Fax:(300828 -6118 2.500 2., Drown e.54 • 1: 1.186 12 -93 -0$ Scabs 1/2 = 1" Revision:05- –.--0 501 2 �� 0.520 0.6,0 2.978 1.814 +J 1, 39 2.478 25 2.' 71 r 0. 49 72 III 2,750 2 3 I. 0.875 O. $� �f 0. 0.070 0.168 0. 1-----___—_–.. GLAZING 1,166 BEAD 0C -3427 8063-75 0 L,.166J GLAZING BEAD 0C -3427 A 6063 —T5 0 1.870 MN 1.250 1.162 O. lii 1.•00 SHEAR PLATE 6063 -75 21 0.968 SASH 0C_3428 8063 FRAME —T5 0.740 2.7 0,644 1.300 -0. --- -2.240 FRAME 0C -3430 6063 —T5 Q0 . CORNER KEYS Apprrod 19 coTTiiyint6xv#th the Etarilga Pollnow N AO FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Place tiloleah, florido 33012 Phs {305)364 --9952 Fax:(300828 -6118 ALUMINUM CASEMENT WINDOW IMPACT RESISTANT GLASS Drown 6v: NM Dote: 12 -93 -0$ Scabs 1/2 = 1" Revision:05- 07 -09 Revision: DRAWING NO. cso5 —o 1 SHEET 30F6 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 6) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1 1/8" METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS M 1 /B" 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO MASONRY ATTACHMENT TO WOOD TYPICAL SECTIONS AT HEAD 1 1/8" 1/4" SMS, THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE DETAIL 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALUITION. Apprayed as eauley4%►vltii the parks $Httth)Lt ' I IDe�e .,, .,. %/ / 5 -I s -oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 I elrei M M...... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Pb: {305)304 -0952 Fax:(3O5)8211_e115 SERA 2009 our -SVVIN GING ALUMINUM CASEMENT WINDOW IMPACT RESISTANT GLASS Drawn 9r. NM Date: 12 -03 -08 Score: 1/2" = 1" Revision: 05 -07 -09 Revision: DRAWING NO. CSO9 --01 SHEET 40F6 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 6) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK W000 BUCKS BY OTHERS MUST BE PROPERLY - SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. .. : SJff «fit. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pioas Htateoh. Florida 37012 Ph {305)384 -0982 Fax. {305)828 -8118 Drawn tans N M Dater 12 -03 -08 Scole: 1/2" = 1'` Revision; 05 -07 -05 Revision: DRAWING NO. CSO9 —01 SHEET 50F6 Sunshine Windows Manufacturing, Inc. 174E W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fox:(3O5)B2a -5t 18 METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1 /8" 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE 2 1/2" MIN. 2 1/2" MIN. 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO PRE -CAST SILL 1/4" SMS WITH 1 1/2" MN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK WOOD BUCKS .BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 4 1/4" TAPCONS WITH I 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2 1/2" MIN. ATTACHMENT TO WOOD ATTACHMENT TO MASONRY TYPICAL SECTIONS AT SILL GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL PROCEDURE FOR MULLION SELECTION 1. DEI tHMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULUON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DE I .HMINE THE MULLION 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. 1/8" 1" VERTICAL MULLION APPLICATIONS 1,t4 tiotA,) ga �o GENERAL NOTES: N O a GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. i PRODUCT REVISED as easiplying with the Plaids Dahlias Code Aeteptaace No I_ , -O214 O2 Oaie IT 1 4.19•Nom' FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fox•305)828 -5118 FRANCISCO HERNANDEZ P. E. Structural Engineering 15113 SW 35Terr. Miami, Florida 33185 Phone (305) 227 -6901 ALUMINUM TUBE MULLION Drawn By. R F 00E 9-30-05 scale: 1/2"=1" Revision: Revision: DRAWING No: SW-01 —07 SHEET 1 OF 7 TRIBUTARY l 90 39.20 80 44.10 70 50.40 38 38 60 58.80 50 70.56 40 88.19 30 117.59 20 176.39 90 - 80 - 70 - 50.63 60 25.61 50 30,73 40 38.42 30 51.22 20 76.84 1 X 2 90 - Bo - 70 - 60 - 56.00 - 40 28.39 30 37.86 20 56.78 90 - 80 - 70 - 63.00 60 - 50 - 40 - 30 26.59 20 39.88 TUBE SPAN TRIBUTARY VW DESIGN FIVI4URE TUBE SPAN TRIBUTARY lip DESIGN PRESSURE 90 7 73.65 9 90 - (N 90 79.81 90 -1 80 89.79 80 - 50.63 6 70 102.61 84.00 6 70 - 38.38 60 119.71 74.25 60 - 50 143.66 50 27.84 40 179.57 40 34.81 30 239.43 30 46.41 20 359.14 20 69.61 90 45.86 90 - 80 51.59 80 - 56.00 6 70 58.96 96.00 6 70 - 50.63 60 68.79 84.00 60 - 50 82.55 50 - 40 103.19 40 - 30 137.58 30 32.05 TUBE SPAN TRIBUTARY VW DESIGN FIVI4URE TUBE SPAN TRIBUTARY lip DESIGN PRESSURE 90 7 73.65 9 90 - (N 90 79.81 90 -1 80 89.79 80 - 50.63 6 70 102.61 84.00 6 70 - 38.38 60 119.71 74.25 60 - 50 143.66 50 27.84 40 179.57 40 34.81 30 239.43 30 46.41 20 359.14 20 69.61 90 45.86 90 - 80 51.59 80 - 56.00 6 70 58.96 96.00 6 70 - 50.63 60 68.79 84.00 60 - 50 82.55 50 - 40 103.19 40 - 30 137.58 30 32.05 1 X 4 1 20 206.38 1 X 4 9 20 48.08 1X3 90 4 47 .57 1X3 - 90 38.06 53.51 8 90 - 80 - - 6.,. 80 .4036 80 - 60 7 71.35 6 70 46.36 63.00 70 - 50 8 85.62 1 60 54.09 60 - 56.00 40 - 96.00 50 64.90 50 - 40 81.13 40 - 30 108.17 30 - 20 162.26 20 32.21 90 25.32 70 4 42.59 80 28.49 74.25 6 60 4 49.69 70 32.56 50 5 59.63 63.00 60 37.99 50 45.58 r 40 7 74.54 40 56.98 30 9 99.38 30 75.97 20 1 149.07 P 20 113.96 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE s slam ( TRIBUTARY D DESIGN - -, T SPAN Y TRIBUTARY D DESIGN 90 7 73.65 9 90 - - 80 8 82.86 8 80 2 25.74 70 9 94.69 7 70 2 29.42 50.63 6 60 1 110.47 8 84.00 6 60 3 34.32 50 1 132.57 5 50 4 41.18 40 1 165.71 4 40 5 51.48 30 2 220.95 3 30 6 68.64 20 3 331.42 2 20 1 102.95 90 6 60.20 9 90 - - 80 6 67.73 8 80 - - 70 7 77.40 7 70 - - 56.00 6 60 9 90.30 9 96.00 6 60 - - 50 1 108.36 5 50 2 27.59 40 1 135.45 4 40 3 34.49 30 1 180.61 3 30 4 45.98 20 2 270.91 2 20 6 68.97 1 X 4 1 1 X 4 9 90 4 47 .57 90 - - 80 5 53.51 8 80 - - 6.,. 70 6 61.16 7 70 - - 60 7 71.35 6 60 - 63.00 108.00 5 50 8 85.62 1 50 - - 40 1 107.03 4 40 - - 30 1 142.70 3 30 3 32.29 20 2 214.05 2 20 4 48.44 90 3 33.13 80 3 37.27 70 4 42.59 74.25 6 60 4 49.69 50 5 59.63 r 40 7 74.54 30 9 99.38 20 1 149.07 P HORIZONTAL MULLION VERTICAL MULLION MULLION SPAN TRIBUTARY WIDTH= Wi + W2 2 MZONT Mh(� UWOI4 TRIBUTARY WIDTH =. wt + W2 2 1. MULLION PRODUCT REVISED as complying with the Florida laddi gCode A i$c/ / * . s� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W, 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax. 305 828 -5118 Z W P R Draw„ Br RF Date: 9-30-05 Score: NTS Revision: Revision: DRAWING NO. SW-01 -07 SHEET 2 OF 7 FliRANCISCO HERNANDEZ P. E. Structural Engineering 15113 SW 35 Tarr. Miami, Florida 33185 Phone (305) 227 -6901 TUBE SPAN TRIBUTARY Wr DESIGN PRIRRE TUBE SPAN TRIBUTARY DESIGN PI N Revision: RevIalon: • 90 1(07.)49 SW -01 -07 SHEET 90 33.39 80 120.93 80 37.56 70 138.20 70 42.93 50.63 60 161.23 84.00 60 50.09 50 171.55 50 60.10 40 241.85 40 75.13 30 322.47 30 100.17 20 483.70 20 150.26 90 87.86 90 - 80 98.85 80 25.16 70 112.97 70 28,76 56.00 60 131.79 9600 60 33.55 74.25 50 158.15 120.00 50 4026 50 123.50 40 197.69 40 50.33 30 263.59 30 67.11 20 395.38 20 100.66 2X4 20 308.75 2X4 20 118.21 2 X 6 90 69.42 90 - 90 80 78.10 90 - 80 - 70 89.26 70 - 60 104.13 60 - 83.00 50 124.96 108.00 50 28.28 40 156.20 40 35.35 30 208.27 30 47.13 20 312.40 20 70.70 90 48.35 90 - 80 54.39 80 - 70 62.16 70 - 74.25 60 72.52 120.00 60 - 50 t37,02 50 - 40 108.78 73,88 144.00 40 25.77 30 145.04 30 34.36 20 217.56 20 51.54 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DE. lt:KMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY (INi 190 DESIGN PR� TUBE SPAN TRIBUTARY TNT DESIGN PR� Revision: RevIalon: • 95.30 SW -01 -07 SHEET 90 32.43 80 107.22 80 36.48 70 122.53 70 41.70 63.00 142.96 108.00 60 48.64 50 171.55 50 58.37 40 214.43 40 72.97 30 285.91 30 97.29 20 428.87 20 145.93 90 68.61 90 2627 80 77,19 80 29.55 70 88.21 70 33.77 60 102.92 60 39.40 74.25 120.00 50 123.50 50 47.28 40 154.38 40 59.10 30 205.83 30 78.80 20 308.75 20 118.21 2 X 6 2 X 6 90 53.61 90 - 80 60.31 80 - 70 68.92 70 - 84.00 60 80.41 132.00 60 32.56 r 50 96.49 50 39.08 40 120.62 40 48.85 30 160.82 30 65.13 20 241.24 20 97.89 90 41.04 90 - 80 46.17 80 - 70 52.77 70 - 60 6137 60 27.36 96.00 50 73,88 144.00 50 32.84 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 82,09 MUWON SPAN 37 TRIBUTARY WIDTH =mil...+ W2 HORIZONTAL MUWON TRIBUTARY WIDTH= W1 .+ W2 2 AfiliCALAILLIQN P eDuGT WINED tosaptying with dike NW& Nsidlog �98e I Dote 7/102 FRANCISCO HERNANDEZ FLORIDA PE i 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305384 -9952 Fo x• 308 28 --5118 iiFRANCISCO HERNANDEZ P. E. Structural Engineering 15113 SW 35 Tern. Miami, Florida 33185 Phone (305) 227 -6901 w R Draw„ ar RF Date: 9-30-05 Scare: NTS Revision: RevIalon: • DRAWING NO. SW -01 -07 SHEET 30F7 ANCHOR IYPE SPAN TRIBUTARY i IN) i DESIGN PRESSUt E SPAN TRIBUTARY i (1 1H DESIGN PRES IRE 85 64.98 43 66.61 60 92.05 40 71.61 38.38 40 138.07 74.00 30 95.48 20 276.14 20 143.22 65 64.42 39 64.70 50 83.74 30 84.11 30 139.57 20 126.17 20 209.35 34 64.94 A&D A.&D 57 65.24 30 73.60 96.00 50 74.37 20 110.40 57.00 30 123.96 30 65.42 20 185.94 108.00 25 78.51 52 64.70 20 98.13 40 84.11 63.00 30 112.15 20 168.23 TRIBUTARY DESIGN TRIBUTARY DESIGN SPAN WIDTH OM SPAN wj� IN 85 98.52 85 46.18 70 119.63 70 56.08 50.63 60 139.57 10.00 50 78.51 48 174.46 40 98.13 85 87.50 22 178.42 70 106.25 85 41.56 57.00 60 123.96 70 50.47 50 148.75 120.00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.76 65 103.53 20 176.64 63.00 50 134.58 78 41.17 8,0 & E 38 177.08 70 45.88 B.CBE 85 69.27 50 64.23 70 84.11 132.00 40 80.29 72.00 50 117.76 30 107.05 33 178.42 20 160.58 85 59.37 73 40.33 70 72.10 60 49.07 84.00 10494 50 58.88 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.64 HORIZONTAL kMUWON 11UWON SPAN TRIBUTARY WIDTH= W1 + w2 2 EK1 gOKAI YI It I KIN VERTICAL MUUJON GLAZING PRODUCT TRIBUTARY WIDTH= WI + W2 2 VERRK':AL MULLION PRODUci REVISF.D cow ig with the F1€rtda El0idkas Code Aweptasee Date `� 1 2012 l- FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows �Onufacturrnq, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (3059952 Fox(3O5)828-51 18 Drawn D RF Date: 9 -30 -05 sib: NTS Revision: Revision: DRAWING NO. SW -01 -07 SHEET 4OF7 ANCHOR TYPE "A" 2" X 2" X 1/8" ALUM. ANGLE 114 S.M.S. (2) EA. ANGLE 4 4 1" X 3" ALUM. TUBE 03 2" X 2" X. 1/8" 2 5/8 LONG 1114 S.M.S. (2) EA. ANGLE 4 MUWON N 1/2" 1 1/2" 1" BY OR 2" BY BY OTHERS W000 ANCHOR TYPE "B" 2" X 2" X 1/8" ALUM. ANGLE 14 S.M.S. 2) EA, ANGLE 4. 1 "X3 ", 1'X4" 2"X4" OR 2 "XBALUM,TUBE # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE I /8" 5 /t' r i 4 CD r BY OR 2 BY OTHERS " BY WOOD ca • 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN, EMBEDMENT INTO CONCRETE, (1) PER ANGLE 14 S.M.S. (2) EA. ANGLE . a -- .4 A ALUM. ANGLE 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE 2" X 2" X 1/8" ALUM. ANGLE 2 5/8" LONG FOR 3" MUUJON 3 5/8" LONG FOR 4' MULLION 5 5/8" LONG FOR 6" MULLION 14 S.M.S. 2) EA. ANGLE BY BY OTHERS " WOOD ANCHOR TYPE "C" 2" X 2" X 1/8' ALUM. ANGLE 114 (3) EA. ANGLE 1" b b OR 2" X 6" ALUM. TUBE # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER ANGLE BY OTHERS " BY WOOD 4. 1 1/2" 1/2" NOTE: 1— MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MUWONS. 2— WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SILL 2" X 2" X 1/8" ALUM. ANGLE 3 5 /8' LO FOR 4" MULLION 5 5/8 LONG FOR s MUWON #14 S.M.S. (3) EA. ANGLE U) 1 14 S.M.S. 1 1/2' MIN. EMBEDMENT "" INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 4 4 4 4 1" BY OR 2" BY WOOD BY OTHERS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 4 4 d 1 1/2" 1/2" 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 4 2 1/2" FOR 4" MULLION 4" FOR 6" MULLION PRODUCT REVD es maples& i1 a Florida alias% Cede Wag A3o 1 —tom✓ FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Place Hialeah, Florida 33012 Ph: 005)364 -9852 Fax:(305)828-5118 C rli . : ci- -MRc6i o O ;,� An' i UM i. —'E12 4 a 5 w .a E... 1 'd Drawn By. RE Date: 9 —30 -05 Scale: 1 /2 " -1 " Revision: Revision: DRAWING No: SW- -01 -07 SHEET 50F7 ANCHOR TYPE "A" 1" BY OR 2" BY WOOD SY OTHERS —1" IN OR 2" BY WOOD 4 BY OTHERS 1" BY OR 2" BY W000 BY OTHERS ALUM. V CUP ALUM. 11" CUP 1" X 2" OR --I 1" X 3" ALUM. TUBE 1' X 3' , 1" X 4 "--I » 1" X 4" , 2" X 4 "—I 2" X 4" OR 2" X 6" ALUM. TUBE OR 2" X 6' ALUM. TUBE 1 ALUM. � FOR 2" MULLION 2 5/8" LONG FOR 3" MULLION 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (1) PER LEG # 14 S.MS. 1 1/4° MIN. EMBEDMENT IWO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1" BY OR 2" BY WOOD BY OTHERS ALUMINUM V CLIP 2 5/6" LONG FOR 3° MUUJON 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6° MULLION 1" BY OR 2' BY WOOD BY OTHERS = # "14 S.M.S. 1 1/4" MIN. EMBEDMENT "I INTO W000 OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG ALUM. CUP / 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER LEG NOTE: 1- MULLION CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE (2) PER LEG 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION PRODUCT REVISED es complying i.* .` Cade Aessegmes Re I., -Or. ' 02 1i i /!_ti4. • ProdwalCostrell 137 t. 1 -' FRANCISCO HERNANDEZ FLORIDA PE i� 51393 DETAIL OF ATTACHMENT TO PRECAST SIIL Sunshine Wows Monufocturmg, Inc. 1745 W. 33rd Place Hialeah Florida 33012 Ph: 305 384 -8952 Fox:(305)828 -5118 Drawn er, RF Duce 9- 30 -'-05 scale: 1/2"=--1" Revision: Revision: DRAWING No: SW- 01--07 SHEET 6 OF 7 2" k Al "ir CUP (TYPICAL} A A4 1.750" 1.125" CLIP 94" SECTION A -A ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES MOM" WSW SW es cosapityipg ttrith Oa MI6 &Ulm Cade ff:titptasze No Dar 5i4. Cede Pradrrt Cez ns9 .02 2012 —I2 �.4-- FRANCISCO HERNANDEZ FLORIDA PE > 51393 P'RANCISCO HERNANDEZ P. E. Structural . Engineering 15113 SW 35 Tarr. Phone (305) 22 t 6901 Brown By RF Date: 9 -30 -05 Scaler; 1/2"=1" Revision: Revision: DRAWING No: SW- -01 -07 SHEET 7 0F7