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WS-11-1906Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167203 Permit Number: WS -10 -11 -1906 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: ALCONERO, RAUL Job Address: 9818 NW 1 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: UBALDO BLANCO Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010240070 Phone: (305)219 -5717 Building Department Comments REPLACE 10 WINDOWS Pass 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- 165542. Windows must be labeled for glass type and size. December 02, 2011 For Inspections please call: (305)762 -4949 Page 20 of 46 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 111111111111111111111111111111111111111111111 —PERMIT NO. --.STATE OF FLORIDA: _- _COUNTY OF M AMI -DADE: 14-19 v° TAX FOL40 NO.I/ /0/-0 2V-00 70 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. 1. Legal description of property and street / address: .�; A/W A-/ o,'-7 CFN 2O 11RO743c r76 OR a: 27882 Ps 2806; (10s)- RECORDED 11/03/2011 11:30:17 HARVEY RUVII4, CLERK OF COURT MIAMI -DALE COUNTY? FLORIDA LAST PACE 2. Description of improvement: G /6/.6' lACe /0 Zit npacf glas/6/.6' �i Uis(,��5 i uX 3. Owner(s) name and address: Interest in property: oLUsUec Name and address of fee simple titleholder. 4. Contractor's name and address: Gl� Linn , /tao7 a--Q 13°7 hP.c.) SSA 5. Surety: (Payment bond required by owner from contractor, if any) Nome and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: w. 0 w � � 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a o a N different d *- specified) o 2 Ca / d 1 H le re of Owner ///AA �i Print Owner's Name i2J V/) �' %� j0 / / <� Prepared by Sworn to and subscribed before me this Notary Public: Print Notary's me: My commission expires: @4071,,m 's da of kith). ,20 It PATRICIA AREVALO W COMMISSION # EE012886 EXPIRES October 01, 2014 (407 13B$ =G_'d aNntpr9servjth_. Address: /1 t() -3 6 7/eft 7D/2 IOIN,t\t‘ ktarK.- Miami Shores Villager g Wg OCT 172011 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 Permit No. Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING /ROOFIING rip / OWNER:: Name (Fee Simple Titleholder): � - ��r 6. 0 f(2.€-:, (Lt-ii 0 Phone#: / 0 6 6 S� 3 Address: 4/ z/ ® I U/ 1 4U€ City: l Q W)) a re! S State: Ft Zip: Tenant/Lessee Name: Phone#: Finail• JOB ADDRESS: 9&/K kW ( 4� City: Miami Shores County: Folio/Parcel #: /I —/01 0070 Is the Building Historically Designated: Yes CONTRACTOR Company Name: elLa /do � Miami Dade Zip: "5 > L b NO Address: `i f© /dP » .� s /e5 r. F City: I( CI PiA 4 a I e=2. / State: Fl Zip: 3 307 q Qualifier Name: £ 6a Lib) 6/Q l\ C- //D Phone#: 7 State Certification or Registration #: (29e 0 172 g-,7 Certificate of Competency #: Contact Phone#: ?0. V-V V 7846, Email Address: 4 c e- of e I e r t ii 00 • c--° DESIGNER: Architect/Engineer: V/C 'P) F/`Q v) ea Phone#: G5-. - 0 3/ Value of Work for this Permit: $ ✓�15ie4 Flood Zone: 4eia' 305 v- /V 7d Zn z, Phone#: Age %/6 / Square/Linear Footage of Work: Type of Work: DAddition//�� DAlteration Description of Work: 4e1b /a C'-€ (i) /iJ cL cc) ONew )81Repair/Replace Demolition [,C)j it) cd®u9 1etC�` .6% SC .e ee ...eee * ********** **eee *eee** era *e +Fees*e****S+*********** ** * *** *+a*******,****,.... Submittal Fee $ U fad' o Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not approyed and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this /0 day of /0 ,20L,by7`1" 4%/0 gre.10 , f`e• , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: S i g n : Print: PATRICIA AREVALO MY COMMISSION # EE012886 4,y:,, EXPIRES October01, 2014 (407) 398 -0153 FlondallotaryService.com ********************** ********4 + UMW *tle**Mego*Kew*xo+F.P.a: Signature Contractor The foregoing instrument was / acknowl be ,re me day of v , 20 f'/ , by Ida /do 6/ u who is personally known to me or who has produced as identification and who did take an oath. NOTARY P LIC: Sign: Print Jf `�:Yk PATRICIA AR My Commission Ez(!j `C�! is e : ° - 'c MY COMMISSION # EE012886 :?�•. �> •',�y.�� EXPIRES October 01, 2014 407) 398 -0153 FlondeNotaryService•com *********** ******* * ***** ****u****************N******* APPROVED BY i .. �� Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3115109) UBALDO -BL ANCO GC INC Sep, Tway ainaTORS I' -SAL BUILDING CONTRACTOR 8117854643A"- ISY Wet t Maim OW CINOS. NOR NOT A. 5? . C IS r t CA- MWesis IMEWED TAX COLLECIrqb 604140000494 40411,35.00 SEE OTHER SIDE DO NOT FORWARD UBALDO BLANCO GC INC UBALDO BLANCO PRES 437 GOLDEN ISLES DR OF HALLANDALE BEACH FL 33009 L1 tilt 11 111111•111111111111111111111111-14111$11111111.141112111111 ALEX SINK. CHIEF FINANCIAL OFFICER STATE OF FLORIDA ~DEPARTMENT OF FINANCIAL SERVICES: DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida. Workers' Compensation law. 10 -13 -2010 EFFECTIVE DATE: PERSON: FEIN: 12101/2010 EXPIRATION DATE: 11/30/2012 BLANCO UBALDO 651096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO G C INC 437 GOLDEN ISLES DR, #8F HALLANDALE FL 33009: SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation who elects exemption from thls chapter by filing a certificate of election tinder this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant. to Cbaptar. 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. ,Tbe department shall revoke a certificate el any time for (allure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 160f. OWC -252 CERTIFICATE OF ELECTION To BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 4 EFFECTIVE 12/01/2010 EXPIRATION DATE: 11/30/2012 PERSON: UBALDO BLANCO FEIN: 651096775" BUSINESS NAME AND ADDRESS: UBALDO BLANCO G C INC' 437 GOLDEN ISLES DR, SRF HALLANDALE, FL 33009 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT QPursuant to Chapter 440.05(14), F.S., an officer • of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person nenied on the certificate to meet the .requirements of this section. E R E QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252' CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 STATE OF FLORIDA - DEPARTMENT OF. BUSINESS A D PROFESSIONAL' REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALL SASSEF FL 32399- 0783.; (850): 487 -1395 BLANCO, UBALDO UBALDO BLANCO ..G C INC 437. GOLDEN ISLES DR #8F HALLANDALE BEACH FL 33009 Congratulations! With this license you become one of the nearly one million Floridians licensed by the. Department of Business and Professional Regulation. Our . professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you bette For information about Our services, please log onto Www.myfloridalicense.com. There you can find more infomiation about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently; Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel; DETACH HERE AOORD,„ CERTIFICATE OF LIABILITY INSURANCE DATE (MIND D1YY) 10/12/2011 PRODUCER CAROLINA INSURANCE CONSULTANTS 8250 W FLAGLER STREET, STE 118 MIAMI, FL 33144 305- 227 -0082 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED UBALDO BLANGO GC, INC 437 GOLDEN ISLES DR *8F HALLANDALE BEACH, FL 33009 INSURER A: AMERICAN SAFETY INDEMNITY COMPANY INSURER 8: INSURER C: INSURER 0: INSURER 5: THE POLICIES OF INSURANCE UST£D BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CLAIMS. IC7I2 TYPE OF INsuRANG E POLICY HUMBER P�f LICY EFFECTIVE DATE AUffo JYY1 POLICY EXPIRATION DATE IMIWO DNYI LIMITS A GENERAL UABILITY COMMERCIAL GENERAL LIA8ILilY 20100030009 03/09/2011 03/09/2012 EACH OCCURRENCE s 1,000,000 FIRE DAMAGE (Any one Ihs) $ 100 QQQ_ _ X MEO EXP (Anp one penanl s 5,000 CLAIMS RAGE X OCCUR PERSONAL a ADV INJURY $ 1,000,000 S 2,000,000 GENERAL AGGREGATE PRODUCTS • COAIPiDP AGG $ 2,000,000 GEN'LAGGREGATE OMIT APPLIES PER: -1 POLICY J Ci I I LOC n AUTOMOBILE LIAIRLrrY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIREOAUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY (Per Person) _. BODILYI NJURY (Per =WO $ -- PROPERTY DAMAGE (Peraoddent) $ GARAGE UABILITY ANY AUTO AUTO ONLY - EAACCIDEHT S OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LABILITY EACH OCCURRENCE S AGGREGATE S —I OCCUR MARAS MADE $ DEOUGTIBLE RETENTION $ S 10TH- 1 WC TORY LIMITS I ! ER WORKERS EMPLOYERS' COMPENSATION AND LIABILITY E.t. EACH ACCIDENT 0 E.L. DISEASE • EAEMPLOYEE 0 E.L. DISEASE • POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONSROCATION EWE HICLESIEXC WSIONS ADDED BY E NDORSEMENTIS PECIAL PROVISIONS CERTIFICATE HOLDER X ADDITIONAL Malmo; INSURER LETTER: MIAMI SHORES BUILDING 8r ZONING 10050 NE 2ND AVE MIAMI SHORES, FL 33138 305 - 888 -8079 ACORU 25• (1197) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PO. UCIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE 'TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUTF RE TO 00 SO SHALL IMPOSE HO OBLIGATION OR LIABILITY OF ANY KIND UPON THE ' ', ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CORPORATION 1988 Received: • Oct 6 2011 03:2dpm A. Settlement Statement (HUD-1) OMB Approval No. 2502 -0265 B. Type of Loan 1.0 FHA 2.0 RHS 3.® Conv. Unlns, 4.0 VA 5.0 Conv. Ins. 6. File Number 11 -1373 7. Loan Number 8. Mortgage Insurance Case Number C. Note: This form is fumished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items . marked "(p.o.e.)" were paid outside the closing; they are ehown here for Information purposes and are not Included in the totals. D. Name and Address of Borrower Alain A. Gregoire Rock) E. Gregoire 9818 NW 1 Ave Miami Shores. FL 33150 E. Name and Address of Seller Kdndaur Capital Corporation ONE CITY BOULEVARD WEST ORANGE , CA 92868 F. Name and Address of Lender G. Property Location • 9818 NW 1 Ave. . Miami Shores, FL 33150 • H. Settlement Agent 954.607.5324 Ad Valorem Title LLC Place of Settlement 1801 North Pine Island ste. 103 Plantation, Florida 33322 I. Settlement Date 08/03/11 J. SUMMARY OF BORROWER'S TRANSACTION: ., K. SUMMARY OF SELLER'S TRANSACTION: 100. GROSS AMOUNT DUE FROM BORROWER 400. GROSS AMOUNT DUE TO SELLER 101. Contract sales price 139,000.00 401. Contract sales price 139,000.00 102. Personal property 402. Personal property 103. Settlement charges to borrower (line 1400) 1.880.50 403. 104. 404. 105. 405. Adjustments for items paid by seller In advance Adjustments for items paid by seller in advance 406. C • /town taxes to 106. /town taxes to 107. ;• unty taxes to to 407. County taxes to 408. Assessments to 108Mssessments 109. - 409. 110. 410. 111. 411, 112. 412. 120. GROSS AMOUNT DUE FROM BORROWER 140 880.50 420. GROSS AMOUNT DUE TO SELLER 139.000.00 200. AMOUNTS PAID BY OR IN BEHALF OF BORROWER 500. REDUCTIONS IN AMOUNT TO SELLER 201. Deposit or earnest money 2,000,00 501. Excess Deposit (see Instructions) 202. Principal amount of new loan(s) 502. Settlement charges to seller (line 1400) 10,714.00 203. Existing loan(s) taken subject to • 503. Existing loans taken subject to 204. • 504. Payoff of first mortgage loan 205. 605. Payoff of second mortgage loan 206. Credit for Termite Treatment 820.00 506. Credit for Termite Treatment 820.00 207: 507. Deposit being disbursed as proceeds (2,000.00) 208. 508. Water Escrow Hold 250.00 209. 509. Escrow HOLD for updated Tien search 5.000.00 Adjustments for items unpaid by seller Adjustments for Items unpaid by seller 210. City/town taxes to 510. City /town taxes to 211. County taxes 01/01 to 08/03 2,933.31 511. County taxes 01/01 to 08/03 2,933.31 212. Assessments to 512. Assessments to 213. 513.2010 Property Taxes 5,824.35 214. 514. Utilities Service Water #3181630004!#47269.47217 60.14 215. '515. Sevlces Garbage, Trash & Storm Water#0753203094 4,493.41 216. 516. Lot Clearing Lien 517. Renew Electrical Permit #E104 =36 5,423.97 100.00 217. 218. 518. Code Enforcement admin fee #2000 -00742 15.00 219. 519. 220. TOTAL PAID BY / FOR BORROWER 5_753.31 520. TOTAL REDUCTION AMOUNT DUE SELLER 35,634.18 300. CASH AT SETTLEMENT FROM OR TO BORROWER 600. CASH AT SETTLEMENT TO OR FROM SELLER 301. Gross amount due from borrower (line 120) 140,880.50 601. Gross amount due to seller (line 420) 139,000.00 302, Less amounts paid by /for borrower (line 220) 5,753.31 602. Less reduction amount due to seller (line 520) 35,634.18 103,365.82 303. CASH FROM BORROWER 135,127.19 • 603. CASH TO SELLER 08 -03 -2011 at 3:09 PM Page 1 of 3 HUD -1 Received: ' Oct 6 2011 03:2dpm 'L- SETTLEMENT CHARGES: File Number. 11 -1373 PAID FROM BORROWER'S FUNDS AT SETTLEMENT PAID FROM SELLER'S FUNDS AT SETTLEMENT 700. Total Real Estate Broker Fees Division of commission (line 700) as follows: 701. $ 4,170.00 to Renters Paradise 702. $ 4,170.00 to Rivefvlew Realty 703. Commission paid at Settlement 8.340.00 704. • 705. Transaction Fee Renters Paradse 250.00 800. Items Payable In Connection with Loan P.O.C. 801. Our origination charge $ (from GFE #1) 802. Your credit or chargelpolnts) for the specific interest rate chosen $ (from GFE #2) 803. Your adjusted origination charges from GFE A) 804. Appraisal fee (from GFE #3) 805. Credit report (from GFE #3) 808. Tax service "from GFE#3) 807. Flood certification from GFE#3J 808. 809. 810. 811. 812. 813. 814. 900. Items Required by Lender to Be Paid In Advance 901. Daily interest charges from to t $ • /day (from GFE #10) 902. Mortgage Insurance premium for to (from GFE03) 903. Homeowner's Insurance for to (from GFE #11) 904. 905. • 1000. Reserves Deposited with Lender 1001. Initial deposit for your escrow account (from GFE09) 1002. Homeowner's insurance mo. a $ per mo. $ 1003. Mortgage insurance mo. 2) $ per mo. $ 1004. City properly taxes mo. @ $ per mo. $ 1005. County property taxes mo. as $ per mo. $ 1006. Annual Assessments mo. tai $ per mo. $ ' 1007. mo. ($) $ per mo- $ 1008. mo. Q $ per mo. $ 1009. A re. ate Adjustment I~M 1100. Title Charges 1101. Tide services and lender's title insurance (from GFE#4) 1102. Settlement or dosing fee Ad Valorem Title LLC (from GFE#4) 795.00 895.00 1103. Owner's title insurance Ad Valorem Title LLC 6 from GFE#5) 770.00 1104. Lender's title Insurance Ad Valorem Title LLC 1105. Lender's title policy limit 1108. Owner's title policy limit 139,000.00 - 770.00 1107. Agent's portion of the total tide Insurance premium Ad Valorem Title LLC $ 539.00 1108. Underwriter's portion of the total title insurance premium $ 231.00 1109. Title Search Tuma Title (from GFE#4) 150.00 1110. Tax & Lien Search City Lien Search (from GFE#4) 375.00 1111. Digital Storage Fee Pagestream (from GFE#4) 30.00 1112. (from GFE #41 1113. 1200. Government Recording and Transfer Charges 1201, Government recording charges (from GFE #7) 35.50, 1202. Deed $ 35.50 Mortgage $ Releases $ 120.00 120.00 1203. Transfer taxes (from GFE#8) 1204. City /county tax/stamps Deed $ • Mortoage $ 1205. State tswdstempa Deed $ 834.00 Mortgage $ 834.00 1208. Intangible Tax Deed $ Mortgage $ (from GFE#8) 1207. 1208. 1300. Additional Settlement Charges 1301. Required services that you can shop for (from GFE#6) 1302. 1303. 1304. Mobile Closing Fee 1305. • 1306. 1307. 1308. 1400. Total Settlement Charges (enter on lines 103, Section J and 602, Section K) 1,680.50 19,714.00 1 have GNefu1l . rev = • • he HUD- 1�5Ertie89enF9t8tarnent-e -- Ingut i . I . hat 1 eceiked 8 copy of the HU_ FA • Sln'"rogohv The 1100 -1 Settlement Statement which In accordance wi Ad V the best of my knowledge and gellef, it is a Iruo and accurate statemnnl of all receipts and disbursements made on my account or by me In this D- Iarmnl Sl . c o Gregoire orepered Ise tale and eccurete eccount Or this transaction. I have coward ar will cedes Ire funds 10 0e disbursed Dale: Auoust 3rd. 9071 WARNING: it is e crime to knowingly make false statements to 010 United Steles on this cr any other elmtler form. Pen8llio: upon conviction can Include a fine or Imprisorllnent. For details see: Yitie 18 U.S. Code Section 1001 end Section 1010. 08-03 -2011 at 3:09 PM Page 2 of 3 THUD -1 Received: Oct 6 2011 03:2dpm Comparison of Good Faith Estimate (GFE) and HUD -1 Charges $ File Number: 11 -1373 Good Faith Estimate HUD -1 Charges That Cannot Increase HUD -1 Line Number • 35.50 35,50 Our origination charge • # 801 i$l No. ❑ Yes. the first Increase can be on and the monthly amount owed can rise to $ The maximum k can ever rise to is $ Title services and lender's title insurance Your credit or charge (points) for the specific interest rate chosen # 901 # 802 Owner's title Insurance # 1103 Your adjusted origination bharges 1,010.00 # 803 TOTAL Transfer taxes 1,630.50 # 1203 $ 0.00 or 0.00 Charges That in Total Cannot Increase More Than 10% $ Good Faith Estimate HUD -1 Government recording charges # 1201 HUD -1 35.50 35,50 Government recording charges - Deed $ 35.50 # 1202 ® No. ❑ Yes, it can rise to a maximum of $ . Evan If you make payments on time, can your monthly amount owed for principal, interest. and mortgage insurance rise? i$l No. ❑ Yes. the first Increase can be on and the monthly amount owed can rise to $ The maximum k can ever rise to is $ Title services and lender's title insurance ' # 1101 # 901 855.00 825.00 Owner's title Insurance # 1103 Homeowner's insurance 1,010.00 770.00 TOTAL 1,900.50 1,630.50 increase between GFE and HUD -1 Charges $ 0.00 or 0.00 Charges That Can Change $ Your loan term is years Your initial interest rate is Good Faith Estimate HUD -1 Initial deposit for your escrow account Can your Interest rate rise? # 1001 Even if you make payments on time, can your loan balance rise? ® No. ❑ Yes, it can rise to a maximum of $ . Evan If you make payments on time, can your monthly amount owed for principal, interest. and mortgage insurance rise? i$l No. ❑ Yes. the first Increase can be on and the monthly amount owed can rise to $ The maximum k can ever rise to is $ Daily interest charges • # 901 $ /day t21 You do not have a monthly escrow payment for Items, such as . property taxes and homeowner's Insurance. You must pay these items directly yourself. ❑ You have an additional monthly escrow payment of $ that results in a total initial monthly amount owed of $ . This Includes principal, interest, any mortgage insurance and any items checked below: ❑ Property taxes ❑ Homeowner's Insurance O Flood Insurance ❑ ❑ ❑ Homeowner's insurance # 903 Loan Terms Your initial loan amount Is $ Your loan term is years Your initial interest rate is 0 Your initial monthly amount owed for principal. interest, and any mortgage Insurance is $ includes 0 Principal ❑ Interest ❑ Mortgage Insurance Can your Interest rate rise? I:RI No. ❑ Yes, It can rise to a maximum of %. The first change will be on and can change again every after . Every change date, your interest rate can increase or decrease by %. Over the Ilfe of the loan. your interest rate is guaranteed to never be lower than % or hipher than %. Even if you make payments on time, can your loan balance rise? ® No. ❑ Yes, it can rise to a maximum of $ . Evan If you make payments on time, can your monthly amount owed for principal, interest. and mortgage insurance rise? i$l No. ❑ Yes. the first Increase can be on and the monthly amount owed can rise to $ The maximum k can ever rise to is $ Does your loan have a prepayment penalty? I 1 No. 0 Yes, your maximum prepayment penalty is $ . Does your loan have a balloon payment? la No. 0 Yes. you have a balloon payment of $ due in years on . Total monthly amount owed Including escrow account payments t21 You do not have a monthly escrow payment for Items, such as . property taxes and homeowner's Insurance. You must pay these items directly yourself. ❑ You have an additional monthly escrow payment of $ that results in a total initial monthly amount owed of $ . This Includes principal, interest, any mortgage insurance and any items checked below: ❑ Property taxes ❑ Homeowner's Insurance O Flood Insurance ❑ ❑ ❑ Note: If you have any questions about the Settlement Charges and Loan Terms.Iisted on this form, please contact your lender. • 08 -03 -2011 at 3:09 PM Page 3 of 3 HUD -1 BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA). Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode This NOA is being issued under the applicable rules and r gulations governing the use of construction materials. The documentation submitted has been reviewe by Miami -Dade County Product Control Division and accepted by the lIoard :ofltnles and'Appea ORA) toy be used in Miami Dade County and other areas where allowed by the Authont baying .Jurts °coon. 1). • 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 fbr qualiiy 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 beep designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drziv'Mg No. *d3 36, • titled° "Alum. OutsWing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al- Farooq, Corporation, signed and sealed by Humayoun Faro • Awing the iami =Dade County Product Control Revision stamp with the Notice of Acceptance nip n d acpnrtio i- date- by- theMiami -Dade County Product Control Division. . art 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 Prodl}ct Gc apt o RENEWAL of this NOA shallbevona±iogrptattierralrok, no change in the applicable buil n ec 4er 6g tiPiy' t pioyed ", unless otherwise noted herein. aml;tion has been filed and there has been ,etformonce of this product. TERMINATION of this NOA Wiilud bi•'tlil ek15l1 d . gat@ iilif thexce has been a revision or change in the materials, use, and/or manufactut of th drdcitFbtceis' Misusebf this NOA as an endorsement of any product, for sales, advertising or any other piit0 sf a111automatically terminate this NOA. Failure to comply with any section of this NOA shall betoaursorttination and removal of NOA. ADVERTISEMENT: The NOA number f61,64A681,1ile ''words Miami -Dade County, Florida, and followed by the expiration date may '.be: di`s�'!ay� fl "lea4veri sing literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ` "' '' `"f= INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectioi`utPe job Site at the request of the Building Official. This NOA revises and renews NOA # 03- 0612.04 aid,gonnists of this page 1 and evidence pages E -1 and I �N 'i' 1 62t 5vi' E -2, as well as approval document 1 Whed ab be' The submitted documentation was rei i ved b a tlel�It $�ri� 'yc3 filbthe 111-4-}0--6xi3iF&14 MIAMI-DADE COUNTY APPROVED , iaa!lCi -1:• di)j? ��n.� i 0 i ds t yFg4�yri€tf,1 ktyh9L NOA No. 08- 0604.01 piration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 "72 . " - .,r, tt Florida Window Systems. Corp. NOTICE OF ACCEPTANcE; Iiir.v1FVIDENCE SUBMITTED • " A. DRAWINGS 1. Manufacturer's die drawingsar0ions.. 2. Drawing No W03-36, SheetiLtbrO9gbA.of 6, titled "Alum. Outswing Casement Window (L.M.1,) ,,,,d4tbd,,OM03 ikith'fdVision B dated 06/20/07, prepared by Al- Farooq CorporatiOnAigned alictsealaWltiftiayoun Farooq, P.E. TESTS ..)- 1. Test reports on: 1) AifIrifiltratiOn.Test.,--per FBC; TAS 202-94 Uniform Static Air Pressure reSt, Loading per FBC, TAS 202-94 3) Water ResistaiteeiTeit, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-03-1312 dated),14219,4gned.i4sealefiliby Rafael Droz, P.E. (Submitted underpivi*I *44' #0,11642,4 2. Test reports on 1),LFg9 Missile Impact Test per FBc, TAS 201-94 2) Cy* 'Wit#**Rief.1„.Oficling-per,VBC, TAS 203-94 along with marked-up drawings ,aorbitts tallation diagram of an aluminum casement vinyl window, prepared by HurricatmOtsipeering & Testing, Inc. Test Report No. HETI-02-1752 dated 12:0414iskgwooleajoi by Rafael Droz, P.E. (Submitted under previcfus;0[04 #034612.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water ResistaneegOUper FBC, TAS 202-94 along with marked-up drawit;t00.44diAt011ation diagram of an aluminum casement vinyl window, pretiiirOby FliOisaitle,Thigitteering &Testing, Inc. Test Report No. HETI-02-1230 date*6/23/02f)iljeitUrteil by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 4. Test reports on:1)'f,arkMissileIMPaet Test per FBC, TAS 201-94 cy81f6:**V6Affo ..,„,Loading TAS 203-94 along with marked-up 'dialWidigidVtaligkiii diagrath of an aluminum casement vinyl window, prepared by Hirrieatihaneering & Testing, Inc. Test Report No. HETI-02-1751 dated 12/3/02, signeil' and sealed by Rafael Droz, P.E. (Submitted under previous NOA #037460.04) 5. Test reports on 1)'kif Infiltration Tat, eitAS‘202-94 Tarf dt6st, Loading per FBC, TAS 202-94 3) wafifi4 202-94 along with marked-up :AtiVifil' Aritairidit Of an aluminum casement vinyl window, prepared by Mr& ecting & Testing, Inc. Test Report No, HETI-02-1235 dated 7/3/02- s'ign�nd a1edb Rafael Droz, P.E. .#1,341'71f ('ubmitted under previous AOO4j B. Manuel P , P.E. Product Control miner NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 -,4111 it?,h4F4.114r./.. , ?.• ' • Florida Window Systems. Corp. - - • - NOTICE OF AC ' Egfl- itSUBMITTED q'tf- C. CALCULATIONS 1. Anchor verification palculations 0, prepared by AlpF8'et, Farooq, P.E. Complies with:LA— VI* :tY " D. QUALITY ASSURANCE - 4 complying with FBC-2004, /07, signed and sealed by Humayoun ksy 1. Miami Dade Building Code, ffice (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance,No 044,46.1)6 issned to Solutia Inc. for their "Saflex HIG —144 . Clear or colored Interlayer7440MayA 12006, expiring on May 21, 2011. .= F. STATEMENTS 1. Statement letter of ciin rin teal _Q7 ,signed and sealed by Humayoun FakOq; P. - . 2. Statement letter of no financial intergit,'claed June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice ofAccta Aluminum Caseiier . , jprida Window Systems for their /03 id expiring on 09/18/08. 1. J61.). 1V51,1, 4i,11,Cd4\41-,Y, . • Li • 41,-.)0■1.krila Att.4,141.4$ . ‘4, *. • o, , IA4 7 .1. • , f', P Mann Perez Product Control Exa NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 0 § 6 13 1/2° MAX. HEAD/SILL 5° MAX. HEAD/SILL CORNERS O , • 1L, X 1 ANCHOR MOD, AT EACH SIDE OF IMPOST SURFACE APPLIED FALSE MUNTINS OPTIONAL 13 1/2° MAX. - It 11 \ !: / i. / / / D.L OPG. 1 1 1 / 0— / / \ // \ \ " \ \ 30 15/19 ILL OPG. 35 7/8° - • - - WINDOW WID • VENT ( ::•!;" 4`i-iN 1,43 047 CORNING 995 4•A-, GE 4000 • 1/8' ANN. GLASS .060° INTERLAYER 7GLASsLAm SAFETY-PLUS .010° PET FILM .050° INTERLAYER GLASSUN SAFETY-PLUS 1/6' ANN. GLASS SILICONE r DOW CORN/NC 995 GE 4000 0 GLASS TYPE 'Al' SILICONE MEMO) TROAGIA2E s-sbo 1/11° ANN. GLASS .090' INTERLAYER SAFLEX/KEEPSAFE MAXIMUM 1/6' ANN. GLASS SILICONE TREMCO TREMGLAE S-500 t HEAD/SIU. 1 I; 1 / 11 / / 11.1 :•_•• .3615/167 7,-,1 30 15/16° 7 ,' "OXTISpi: 0.L OPG. .111'11 35 1/5" , • WIDTH 5' MAX. HEAD/SILL CORNERS =T\ r.-11 1. I =6 z Atm UM OUTSWING i*ScEMINT WINDOW fNES6WINDOWS ARE RATED FOR LARGE MISSILE DoiAdr.:, Ast NOT REQUIRED. '410C,Nic DUALVNWb c 'W tiViL BAID b-00RNiNG 995 -1,0E-;4000 HEAT STRB4O.SIASS .oso' INTERLAYER GLASSLATA SAFETY-PLUS .010° PEE FILM 50' INTERLAYER GLASSLAM SAFETY-PLUS 118° HEAT STREAM. GLASS GLASS TYPE 'A2' GLAZING OPTIONS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Br OESIGNVAD RATINGS FOR THESEANDOWS TO 4E, A.T.,PER CHARTS;SHbWN ON SHEET 1 . APO60VAL4*PPLES TO SINIZE-MENTAA DUAL VEN't Vi!DOWS • VA*: g4111 CONFIGURATIONS ' ALSO COOBINATfoNs OF CASNT/rAsta OR CASMT4ITOTHET(J'• WINDOktiBES:-,IN MODULES OFiW608-MDRE WINDOtis tiSIPG APPROVED,*(LIONS IN BETWEEN: PRESSURE FROW- WS OR 44E40N APPROVAL W Amyno ENTIRE SYSTEN.-,;'427: ' THIS PRODUCT HAS BEEN DESIGNEE4ND it. TO COMPLY WITH THE REQUIFIEMENTS OF THE FLORIDA 41)1 G CODE 2004 prom INCLUDING H601 ,VELOCITYA4URRICANE ZONE ( WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MORALS INCLUDING BUT NOT UMW TO SlEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 1' 0 c 2 0 0 11 V 0 CO 1 drawing no. W03-36 sheet 1 of 6) DESIGN LOAD CAPACITT - PSF FOR ( E ) SIZES WINDOW DAIS. GLASS TYPES 'A1'. & 'A2' GLASS TYPE 181' WmTH HEIGHT EXT. ( +) 1NT. (-) IXT. ( +) INT. ( -) 19-1/8' 55.0 55.0 75.0 80.0 26 -1/2' 25' 55.0 554 75.0 80.0 37' (3) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 55.0 75.0 80.0 26 -1/2' 38 -3/6' 55.0 55.0 75.0 80.0 37' (4) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 55.0 75.0 80.0 26 -1/2' ' 5/8' 55.0 55.0 75.0 80.0 37'_'_ (5) 55.0 55.0 75.0 80.0 19- 1/8' 45.5 455 75.0 80.0 26-1/2' 63' 34.0 34.0 75.0 8110 37' (5) - - 75.0 80.0 19 -1/8' 74 -1/4° 27.5 27.5 75.0 80.0 26-1/2' (6) - - 66.8 66.8 18° 55.0 55.0 75.0 80.0 24' 24' 55.0 55.0 75.0 80.0 30' (3) - 55.0 55.0 N 75.6 80.0 36' ::. -554 55.0 . + 75.0 ; 504 .,. 18' - ..:.'55 -' 55.0 75.0 80.0 24' - ``:5- 55A 80.- €36 30' .( 55.0 55.0 l 7 0 t* 80.0 55.0 55.0 760 • ! 800 18 *' 'rE 55.0 555.:= WS • BQO 24 y.55,0 -- SSA p:::75'0 "1, -.'.. 30' .T4r" '550 55.0 `.'- 5.0. f 38 U IIIMII ; 75.0 '' 16' , r ..�68 t X00, . .. ; .30 "A (s) - ' 35 9 t► 1$.0 µ' ° 38 18. Q ^32 32.0 ,'''740 24 };j6 245 24.5 '0 :8 -' <p 4- 30 ` -; - - P,- -8i.0 66.0 7 N0. OF ANCHORS PER NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. G UNREIPIFORCED CENTER POST R REINFORCED CENTER POST GLASS TYPES 'Al' & 'A2' G GLASS TYPE '81' G GLASS TYPE '81' WIDTH H HEIGHT E EXT. ( +) 1 1NT. ( -) E EXT. ( +) 1 1NT. (-) E EXT. ( +) 1 1NT. (-) 26 -1/2' 5 26' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 26 -1/2' 5 36 -3/8' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 26 -1/2' 5 50-5/6' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 6 65.7 6 65.7 7 75.0 8 80.0 26 -1/2' 5 63' 4 55.0 5 55.0 7 75.0 8 80.0 7 75.0 6 60.0 47.0 4 47.0 7 75.0 6 60.0 7 75.0 8 80.0 34.0 3 34.0 6 68.4 6 68.4 7 75.0 8 80.0 - - - 5 52.8 52.8 7 75.0 8 80.0 26- 1/2'r; ` ` - 3 39.2 : : 39.2 7 75.0 79.0 7 75.0 - ,. - - -- 80.0 f 28.41 2 28.4 5 57.2 57.2 7 7s 0 .: 6 60.0 - - - - - 4 40.8 ': 40.9 6 613.7'+;-_-... $.;.:`..-,-) 65.7 24"„, - -- 5 55.0. • . 55.0 7 754 80.0 7 75.0'. . 1'-,;v n n80.0 55.0 5 55.0 7 7 5 . 0 P-* ` - 80.0 7 75'0.- "• r r'80.0 , 55.0 5 55.0 7 754 80,0 7 75.0 - 'ti 8 80.0 . 1 1 55.0 55.0: 7 754 '4-. 1104 - - 4 45.0.: 60.0 r 55.0 ' '55:0 7 75.0 80.0 7 75 0 6 60.0 24'. 1, N - -� ' 5 55.0 j j55.0- - .: 7 75.0 u. �, ;..8OA; : 7.`5 .0. _ ..�. �': 80.0 550 75 0 604' 7 _.... _ )A 7 N0. OF ANCHORS PER NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. G UNREIPIFORCED CENTER POST R REINFORCED CENTER POST GLASS TYPES 'Al' & 'A2' G GLASS TYPE '81' G GLASS TYPE '81' WIDTH H HEIGHT E EXT. ( +) 1 1NT. ( -) E EXT. ( +) 1 1NT. (-) E EXT. ( +) 1 1NT. (-) 26 -1/2' 5 26' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 26 -1/2' 5 36 -3/8' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 26 -1/2' 5 50-5/6' 5 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 7 75.0 8 80.0 7 75.0 8 80.0 55.0 5 55.0 6 65.7 6 65.7 7 75.0 8 80.0 26 -1/2' 5 63' 4 55.0 5 55.0 7 75.0 8 80.0 7 75.0 6 60.0 47.0 4 47.0 7 75.0 6 60.0 7 75.0 8 80.0 34.0 3 34.0 6 68.4 6 68.4 7 75.0 8 80.0 - - - 5 52.8 52.8 7 75.0 8 80.0 26- 1/2'r; ` ` - 3 39.2 : : 39.2 7 75.0 79.0 7 75.0 - ,. - - -- 80.0 f 28.41 2 28.4 5 57.2 57.2 7 7s 0 .: 6 60.0 - - - - - 4 40.8 ': 40.9 6 613.7'+;-_-... $.;.:`..-,-) 65.7 24"„, - -- 5 55.0. • . 55.0 7 754 80.0 7 75.0'. . 1'-,;v n n80.0 55.0 5 55.0 7 7 5 . 0 P-* ` - 80.0 7 75'0.- "• r r'80.0 , 55.0 5 55.0 7 754 80,0 7 75.0 - 'ti 8 80.0 . 1 1 55.0 55.0: 7 754 '4-. 1104 - - 4 45.0.: 60.0 r 55.0 ' '55:0 7 75.0 80.0 7 75 0 6 60.0 24'. 1, N - -� ' 5 55.0 j j55.0- - .: 7 75.0 u. �, ;..8OA; : 7.`5 .0. _ ..�. �': 80.0 550 75 0 604' 7 _.... _ )A () m NO. OF ANCHORS PER JAMB Engn N. HUMIAYOUN FAR000 STRUCTURES FIA PE 1 16557 CAA �8 PRODUCT REVIEW reA6a sg fiemdffi BakTbzeodo A N® / a s a drawing no. W03 -36 (sheet 2 o 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY 'NOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING III • 3C; fn'.0 • •-•;,„ • P . _ TYPICAL ANCHORS SEE ELEV, FOR SPACING (n 3 6 w 2 cn TYPICAL ANCHORS SEE ELEV. FOR SPACING IAMB—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPA= • - • WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING - - -11-472A045 1 P4: -INTO 28Y 400D BUCKS OR WOOD STRUCTURES ! 1z-14f MIN. PENETRAfioN, INTO WOOD . TtiRtf,7461Y-.DUCIcS--4NTD CONC. OR MASONRY.. -., !; 0 e... r-1/..4MIN.--.-EMBED‘V-0::CONC. OR MASONRY- • :... ii '....• ___. - ,, _ _., .'" " ' , . •_ '_ ;_:, : 3/1r-TEKS okSELF'biiiiING SCREW$ ,,, -i------. ;-,..4..-....— -- .5- -1-0--- GMETALSTFtUCTURES.:, „ _ . _ &':'. 42' GABNIN. Fy 'Elie KSI MIN.) .-.. l '''' - ,;: - _ .UMISOM :- 1/67cTliK MIN,: (6063-T5 MIN.) • (1$titECIN t OrtV viimi-AHimiNum TO BE PIATEd'OR 'PAritED)-7_1 A.'"LiItileiELIEILLINULE1215 INTO''..DADE COUNTY APPROVED MUWONS (MIN. THK. = .0901- -- 1 (NO SHIM SPACE) :,. _ . . - ... TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/4° MIN. INTO W000 STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. cg .9” 0 a 6 1 drawing no. W03-36 (sheet 3 of 6 3/16' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1/2" X 5 /B' X 2" LONG ALUM was. 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED W/ (2) 18 X 1' FH 5M5 1/4' MAX. SHBA MIAMI—DADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH - METAL STRUCTURE SINGLE VENT WINDOWS rr 7+4" k "5J8`- X 2" LONG ,6ARE..2 /VENT..., .Ar6 4RDWTOP & BOTTOM ,•.01 11 (2)' �8 X r FH sus 1 /4•_IAAX s° "TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS Engr: OR. HUMAYOUN FARO00 STRICTURES FIA PE 1 16557 CAN. 3538 FRODDCIIWZ.;I:Elt e 5 t,T PratListtConttoi q O l ) drawing no.1 W03 -36j (sheet Oar 6 FRAME IMPOST 130 .750 os0 .745 [- GLAZING BEAD REINFORCING CHANNEL 35 KSI STEEL 1TEMr PART j QUANTITY INSCRIPTION MATSRUL MANF. /SOPPLIER /REMARKS 1 FWS-009 4 FRAME 6083 —T6 — 2 FWS -011 4 VENT 6063 —T6 — 3 FWS -010 1 CENTER POST 6063 —T8 — 4 FWC-008 AS REQD. GLAZING BEAD 6053 —T5 — 5 — AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL 110 X 3/4' PH SMS 6 — AS READ. VENT ASSEMBLY SCREWS ST. STEEL 110 X 1 -1/2' PH 5MS 7 E102 AS REDD. FRAME WEATHERSTRIPPING (.078 X .300) 'ANY/. ULTRAFAB 8 6206 AS REQO. VENT WEATHERSTRIPPING (.187 X .350) VO4YL BLIMPS 9 34.1200000 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM SIFF1 TRUIN, ATTACHED W/ (6) 18 X 3/8' S5 SINS 10 30058 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH, AT 12' FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS, AT FRAM: JAMB FACING LOCK STEEL ATTACHED W/ (2) 110 X 3/5' SS SINS 12 40068 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) 18 X 3/8' 5S 5115 13 — — .057 THICK CORNER KEY ST. STEEL 1 -1/2' X 1 -1/2' X 1/2' 14 - 2/ 1.06K SACK INSTALLATION SCREWS — •12 x 1/2' PH SINS 15 - AS REQD. CENTER POST REINFORCING STEEL - emu 2 a ro to O 4 Z r M $ m pro o OCR ttttlj a drawing no. W03 -36 sheet 5 of 6 CORNER KEY ALUMINUM h I.- 7bt?n..; E' i ,iAY AV-1 t� C-CRI t 0OTC_ = .: M f;f■.,., wi 1..f.LRr.i c6 w. IMPOST CORNER VENT CORNER drawing no. W03 -36 F' 7 'WELDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION itg A ,-4-t ' T.A,t4),-*I. ngiktildfirA4nt -,..1: NOTICE OF ACCEPTANCE (NA)r -,:k i' :..., .. www.maimidade.gov/buildingcode Florida Window Systems;Corii;- 7191 NW 77th Terrace SCOPE: . k. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 Medley, FL 33166 1 This NOA is being issued under the applicable rules and regulations governing the use of constniction 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 slated*low.The Miami-Dade County Product Control Division (In Miami Dade County) (i,i,-,-.7areAiei-itian 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, Anti has been designed to comply with the Florida Building Code, including the High Velocityl-iiitiltanAttiel! DESCRIPTION: Series FWS--300 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No N110,7-80, titled ?Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 10/14T/074re by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing„ :a. II Act Control Approval stamp with the Notice of Acceptance number and approV: e by 2 eicktgity Product Control Division. MISSILE IMPACT RATING: Large and SrnaI! slyrki#4elniiket Resistant LABELING: Each unit shall bear a permanent label **the manufacturer's name or logo, city, state and following statement: "Miami-pade County PfOiltiettattitiliApPra)vedr; unless otherwise noted herein. RENEWAL of this NOA shall be consitkret(fiteiaptimOMPapplication has been filed and there has been no change in the applicable building code negativelyAlfecting 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(prodifeikiiiarocess. Misuse of this NOA as an endorsement of any product, for sales, advertising c5i• ; ,`Otief9011011**101,ftitiniiidallY terminate this NOA. Failure to comply with any section of thi04019 ird e a1d f Ibftnd removal of NOA. ADVERTISEMENT: The NOA igkibleflogdgi by the/iords Miami Dade County, Florida, and followed by the expiration date may be displayealli'aciValinVg Pactiire'.1eitiniFOrtion of the NOA is displayed, then / roc et it shall be done in its entirety. INSPECTION: A copy of this entire NOA sijIJ b provfileilrto the user by the manufacturer or its distributors and shall be available for inspattignAtheVisiip at,the request of the Building Official. This NOA consists of this page 1 andOence, liages404 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 4471;4 r. - L a • x-rananerrt Wittittic rititn . Li ;xrk:ki-uf,:f d'Or itl.:4`.? 4.L NOA No. 07-1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Page 1 .,,, ' .4.-:'''. ''.":":24'.4.1A*cit'''Ii.:0.'i.. ' ' '' • ' ' 4(„0,P6*0,1'1.• -y1.4)'. , . ' ..,'6!-114;t0.k'Ii110,04"i010;44-041).■i i'';', t'l: ''''' , •; 4 i' '''.1i,',, ' i : ,ils., Florida Window Sirstemi.'- rPT4filavv; '...'1.7,-.. -., '4,-•:•-•,:y..ri'',..;:::•1,41-96416' ,, NOTICE OF it [2: A. DRAWINGS 1. • *-9 Manufacturer's dieichammomi sapensr. 2. Drawing No W07-80, Sheets Vtliii:ngh 7 of 7, titled "Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 10/15/07, prepared by Al-Farooq Corporation, signed and sealed by Humayoun FarootT,R.,9-t.. B. TESTS 1. Test reports on f):garge FBC, TAS 201-94 Windifire4hre‘gbading per FBC, TAS 203-94 along with marked-tipd rawingsiandQitistailation diagram of an aluminum horizontal sliding windoW, prepared bYitintilcarce'Engitee0i it Testing, Inc., Test Report No HETI-07-4417; dated 12/13/07, signed*td sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile hipact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-updravvings. andinstallation diagram of an aluminum horizontal sliding wind° *.filatijettfi-'•Itteering & Testing, Inc., Test Report No HETI-05-19 , ea by Candido F. Font, P.E. 3. Test reports on:- 2) U'titf. :egt,itoading per FBC TAS 202-94 3) Water Resistan* est, per FBC, TAS 202-94 4) Forced Entry4e BC 2411 3.2.1, TAS 202-94 along with marked-up .dra, , ation diagram of an aluminum horizontal sliding window, 1)4' erEngineering & Testing, Inc., Test Report No. HETI-05-1439, date 12/13/07, signed and sealed by Candido F. Font, P.E. • ,24,4,0,., aural analysis, complying with FBC-2004, dated:Tick /07, signed and sealed by Humayoun t't- vingg ictitis.tall;3titar D. QUALITY ASSUIOCE 1. Miami Dade Building CCAlle'C Plttifoffi (B 6). • -if', ■s 44 i9SVA-1, Mitr 40,17,14tfriPrt-2:71-34,A.;' .1%iirittl6tet kuBmITTED C. CALCULATIONS 1. Anchor verification ealcula 4 prepared by Al-q:6Co Farooq, P.E. Complies with A 130 • • " jeic it E - 1 4.;,11, .LU0-1,0 ;it-picV d.oteti • Manuel ' erez, P Product Control Exam NOA No. 01-1025. Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Florida Window Systems, Corv.,,;-y-c,' •-,,,,,4:'- N O T I C E O F C CEPT' ' - ENCE SUBMITTED •i . . i.4--.,.-m.i.v.artiti.4c4•thdt,.b-taf..,,,,,w1, . • E. MATERIAL CERTIFI CA 0,-,,,,. . .- - lift- ..-.4-.4.---,-• , - -4, '''''eef.3.,q1.7, Fftoil.teiY1% I"! 1. Notice of Acceptance o. , , . su to Solutia Inc. for their "Saflex HIG . II: d=o2f t‘tir ed Clear or colored Interlayer" dat 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 03-941143; 'Oped to Solutia Inc. for their "Vanceva Composites tilt 2ata 12/11/03, expiring on 12/11/08. STATEMENTS WIN', q?Piv<s:041,414.1-tfriti4ka.V.Ilb" = F. - ,,..1-1,.k. , 1. Statement letter of ''.13'' '144 4141' 0'7 , signed and sealed by Humayoun Farooq, P.E. :, ttey 2. Statement letter of no financial i*ei , ,itated Humayoun Farooq, P.E. October 17,2007, signed and sealed by t. • 1.44,o- < " G. OTHER 1. None. • C;41' :" • 1 A ' ■f G 44.;Kit; -4! • -.'Jr.-:`;`,--• t.•,; kt",.. • t,"1;,,:t • • <;••< " • - fAr'•"r4;.<`1- Manuel Per Product Control E NOA No. 07-1 Expiration Date: May 1, 2013 Approval Date: May 1,2008 r MAX. 74- 111 ve 13 1/2. MAX. HEAD/S111 FALSE MUNTINS (SURFACE APPIJED) MAY BE USED f• MAX. r MAX. HEAD/SILL CORNERS II II II II II II II II /11 A cfliP it n II /II /A •/.. ill M n n n 21 „ .._ .... Ti '..';3 lie' elm 33 1/2' D.L."0PG. JcAL allinoNt SERIES FWS-20(t:f:, ALUMINUM UORIZONTAL ,SLIISINO1 IVINLIPt DESIGN LOAD RATINGS FOR THESE. WiF11:00:4: TV Etc 4::ER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR Sq.,BY SIDE COMBINATIONS OF H.S./H.S. OR HORCZCIAL. , SLIDING WITH OTHER WINDOW TYPES 04 MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BEPNEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO 4TIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BA MATERIAL SHALL BE BEYOND MAUL DRESSING OR STUCCO. ANCHORING OR 'LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUONC BUT NOT LOOTED TO SIEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. OCT 1 9 200 I drawing no. W07-80 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (E0 OR OR SIZES) WINDOW DIMS. CLASS TYPE 'A' WITHOUT REINFORCING GIASS TYPE '5' WITH REINFORCING 8/0 58AR CUPS 1R1'8 SHEAR .. I/O SHEAR CUPS •11'8 SHCAR CLIPS WIDTH HEx;HT DR.( +) NTT.(-) EXT.( +) INT.( -) ExT.( +) Oir.( -) EST.( +) 89T.(-) 28 -1/2' 37' 53 -1/8' 74' 26' (2) 4 68.7 75.0 88.7 75,0 80.0 100.0 80.0 100.0 4 88.7 75.0 68.7 75.0 60.0 100.0 80.0 100.0 6 88.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 6 .86.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 26-1/2" 37' 53 -1/8' 74' 38 -3/8' (3) 4 -68.7 75.0 66.7 75.0 60.0 100.0 80.0 100.0 4 88.7 75.0 66.7 75.0 80.0 100.0 60.0 100.0 6 86.7 75.0 6.7 75.0 80.0 100.0 80.0 100.0 6 - 66.7 -79.0 . - 68.7 79.0 80.0 82.1 80.0 100.0 28 -1/2' 37" 53 -1/8' 74' 50 -5/8' (4) 4 66.7 - 75.0. 68.7 75.0 80.0 100.0 80.0 100.0 4 68.7 73.0 66.7 75.0 80.0 82.8 80.0 100.0 6 64.5 64.5 66.7 75.0 64.5 84.5 60.0 100.0 6 54.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 26 -1/2' 37" 53' 74'. g3' (5) .:'d'" 4 66.7 75.0 88.7 75.0 80.0 82.6 80.0 100.0 4 623 82.3 88.7 75.0 62.3 62.3 80.0 100.0 8 47.2 47.2, 88.7 75.0 47.2 47.2 80.0 100.0 6 38.2 '+• 'r ' 86.7 70.1 38.2 38.2 80.0 92.8 24' 48 80`` 72 .... 24 (2) try'.. , = 4 88.7 eillICMIECIIKEll 100.0 80.0 100.0 88.7 79.0 riggizji E�n� 100.0 80.0 100.0 88.7 jr 90.0 100.0 80.0 * 100.0 6 88.7 1p�755.0�q �.' e:, �75.6� 820 100.0 80.0 8 86.7 ��� f28: eil 750 80.0 100.0 80.0 24' : 3@.. 72':; _�.' , F'y' v 'an_ . 4 68.7 .. -.ii,.y�g� 75.0 E.. 100.0 80.0 ' �03.0 [it.�, 66.7 va' It 73A ': ,' 1009 ono '. ao.0 El 66.7 r 75.0. 80 0 - ' 100.0 80.0 y,, , . ���=:71 g Mnttti��} �., +- 759 00.0 81'i�'JtA,�,,.!!ff*!!�� 8 v".�a'-�cbr.�itit�s'.R� �s�,8 ..75.0 60.0 24'. 38', 48 80 72` ; ` ., r -4 @iTL�A- 750..: 80.0 100.0 80.0 .'00.0 4 ;66.7, •gym °'75:0 t> 1EM 80.0 000 4 .68.7 M 1112116:111 800 IMI Ell BS9 659 80.0 100.0 6 61.0 81.0 ��,�� BAlaRJBC4T3:.Sll,x61.0 61.0 80.0 100.0 14 .: J 38" ` s -86 f., .. 76' '' ": .. e (0) -' .. 4 88.7 mum 75.0 80.0 95.5 80.0 100.0 4 68.7 87.7 68.7 75.0 87.7 67.7 80.0 100.0 4 54.2 54.2, 66.7 75.3 54.2 54.2 80.0 100.0 8 48.5 48.5 ", 68.7 75.0 48.5 46.5 80.0 100.0 6 41.8 41.8 88.7 75.0 41.8 41.8 80.0 100.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB SILICONE SIMONE DOW CORNING 785 DOW CORNING 795 1/8' HEAT STREN'D GLASS .090' INTERLAYER PR 8Y 'SOLUTIA' 1/8' HEAT S1REN'O GLASS .075' INTERIOR VANC€VA STORM COMPOSITE BY 'iOMA';. 1/8• HEAT STREN'O GLASSk SIUEONE DWI' CORNING 795 ., cq GLASS ■• j r. GLASS TYPE VII! I I CI1iG'OPTIONS ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. NOTE: GLASS CAPACITIES ARE BASED ON ASV E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 V 0 11 Q'awiing no. W07 -80 (sleet 2ot 7 ) :DESIGN; LOAD CAPACITY - PSF (X0X SIZES)' MASS TYPE 'A' GLASS TYPE 'B' 71790117 RELNP'ORCING 711'9 REINFORCING 1/0 88[0+ 1 CUPS 8178 899AE CUPS 1/0 868AR CL1P8 117E 88901 CLIPS WINDOW DIMS. A 710TH HEIGHT Peg +) 74' 108 -1/4' 111' 4 28 4 (2) 88.7 68.7 66.7 74• 108 -1/4• 111' 38 -3/8' 4 (3) 4 8 86.7 88.7 '-88.7 74• 106 -1/4' 111' 4 50- 5/8';: 4 (4) 6 86,7 55.8 54.9 74' 106 -1/4' 111' 4 63' ' 4 (5) , 8 49.8 39.1 72' 84' 24' 96' (2) 108' .1 72' • 84' 36' 96' (3) fits' 72' r 84' 48' 98'' (4) .Fi ?.1 i2. e 72' 84 • '. 60' 96': (5) • L108': 7 88.7 68.7 9 68.7 75.0 75.0 75.0 75.0 78.0 75.0 67.6. 95.8 54.9 49.8 39.1 :58.2 75.0 75.0 75.0 OR.( +) INTj -) E1R.( +) INT.(-) EXr.( +) NT.( -) 68.7 75.0 80.0 100.0 800 100.0 66.7 75.0 80.0 100.0 80.0 100.0 75.0 80.0 100.0 80.0 100.0 75.0 80.0 100.0 80.0 100.0 75.0 77.5 77.5 80.0 100.0 75 0 100.0 75.0 100.0 79 0 100.0 73.0 100.0 9 :86.7 7 66.7 9. 68.7 750 79.0 75.0 88.7 75.0 .0 44,. 75.0 744 68.7 68.7 68.7 66.7 68.7 66.7 68.7 88.7 86.7 66.7 85.7 86.7 88.7 75.0 71.9 70.1 75.0 75.0 75.0 80.0 87.6 55.8 54.9 49.8 39.1 38.2 80.0 80.0 80.0 81.7 87.8 55.8 94.9 49.8 39.1 38.2 100.0 100.0 100.0 80.0 80.0 80.0 BO 80.0 80.0 80.0 80.0 80.0 100.0 95.1 92.8 100.0 100.0 80 1008 _. 80.0 100.0 ':n Ifi".�i3!�..��00.}�.0 100.0 MAIM �- yB�Rd- ;S�al 100.0 BOA IIM I 80.0 9 BMW= EMI ESN 11731SLM ITC f �i*'i�ii6ii6CiiiEL. !�MUM 31 s �t?'11 618 ILFrAPITARFEMICEMEDiall ite to " t'.F1' .78,4..: * ,"?J'si loop 6 9 75.0 MIENEDI Ira 8- i •11 (1/37) O. L4 (1 _. i (1/37) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSI' (DX SIZES) WINDOW DINS. A GLASS TYPE I. WITROUT REINFORCING GLASS TYPE 'B' WITH REINFORCING 7/0 81889 CL9'S 8178 88901 CUPS 1/0 MAR CUPS 1178 99909 CUPS 110111 HEIGHT EXT.( +) Ng-) ExT.( +) INT.( -) EXT.(+) INT.(-) Ext( +) INT.(-) 74' 108 -1/4' 111' '2) 4 86.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 4 68.7 7SA 68.7 75.0 80.0 100.0 80.0 100.0 6 68.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 74' 108 -1/4' 111' 38 -3/8' (3) 4 60.7 75.0 86.7 730 80.0 87.8 80.0 100.0 4 68.7 75.0 68.7 75.0 80.0 92.9 80.0 100.0 6 86.7 75.0 68.7 75.0 80.0 889 80.0 100.0 74' 50 -5/8• (4) 4 66.0 68.0 68.7 75.0 888 86.0 80.0 100.0 74 �) 4 47.4 47.4 68.7 75.0 47.4 47.4 80.0 100.0 72 84' 98' 108' 24' (2) 7 66.7 75.0 68.7 75.0 80.0 100.0 80.0 1008 9 65.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 9 60.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 9 66.7 75.0 68.7 75.0 80.0 - 100.0 - 80.0 100.0 72' 84' 96' 108' 38' (3) 7 66.7 75.0 68.7 75.0 80.0 95.7 90.0. 100.0 9 66.7 • . 75.0 6 6 , L . , , '- .75.0 60.0 9 2 . 6 . 4 : 4 4 ' .:100.0_ 9 66.7 76.0 `161 75.0. � 600 80.0 ' "'80.0. _16 .0 (0¢0 9 65.7 758 ;PB'7 75.0 80.0 9841 80.0 72' 84' 98' 48. (4) 7 88.7 °729 7 780 t. 72.9 72.9- ,80.O. +41nh . V1)0.0 Q00 3+101.0 9 ,. 68.7' ` "884 s,97 73.0 ' 68.4 68,41 61.32%.810-2...'-_,,100.0 '0 '. 8`19' 61.5 ' 14.44e- :434- 819. " 79• .'y .. (5) .; }, 1 i''...� w Ni•:.:.�) . e.. ... 51.7 St 7 yn 1 700.0 , a 7 7 "`(1/47) ' d!t /2111"•- ;-11/41) 46 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME- SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 Tits i �5. la Env: OR NJJWMYOOLN 101000 91911CMBE9 FIA PE U1_8557 CAN OCT 19 2007 Z 8 n 8 (7) drawing no. W07 -80 (sheet 30T 7 ) 4r TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE SEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SAAR CLIPS r LONG AT ANCHOR LOOMIS SEE SHEETS 2 & 3 FOR CAPACITY MAVI-DADE COUNT APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE EIEV. FOR SPACING WOOD Eucw,AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SigT4IN-ILOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BOLDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACINO 1/4 TAPCQNS BY 'ELCO' INTO 213Y;YSOD BUCKS OR WO0DOLUCTURES 1_3/13:7-mal PENETRATION INTOAOOD ThRUi,iTh 8UIS INTO CONC. OR MASONRY' • - ...416/i4 !ABED INTO CONC. OR MASONRY I 1 DI PO RT. NC. OR MASCVF'r 4 a 1 MBED INTO CONC OR: NR , IP; • • 13.-■ P • INTII3,000-0fLITY APPROVED MULLIONS (MIN. THK. = •1390) (NCI'5.011- SPACE) tsA4,4 FAVV4 EDGE DISTANC 0 CONCRETE AND MASONRY = '145/8 MIN. O'ViDOD-STROCTURE = 1 MIN. INT0 METAL STRUCTURE = SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SEALANT. WEEPHOLES; Wi = 1" X 1/4" WEEPHOLES AT 5° FROM EACH END TYPICAL ANCHORS SEE ELEV. FOR SPACING REMBEEILMUMI SEE SHEETS 2 & 3 FOR CAPACITY OCT 1 9 2007 drawing no. W07-80 3 /16•w. SWM VENT WIMH 1/4' MAIL EXTERIOR WIN 0W WI NN XO LAYOUT OX OPPOSITE 3/76' MAX. 5111 1/4' SHOT oFTbNAL Gz ` SPRIG to EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEN. FOR SPACING • drawing no. W07 -80 sheet 5 of 7 FRAME HEAD 1.031 .414 —1.250-1 1 VENT TOP/BOTTOM RNL JAMB STLLk 2.695 • FRAME SILL 1': 1. SILL TRACK 4. •■,t• .482 •:, • •,• : • •`,-;171-. • .911 1.000 .780 VENT LATCH 1.438 FIXED MTG. RAIL 25.082 SHEAR CUP GLAZING BEAD 1.807 .082 2.769 L250 L-1.375 0 FRAME JAMB (VENT) .750 r .082 2.769 1.230 1.375 FRAME JAMB (FIX) ITEM PART 1 Q ITA N T Y DESCRIPTION KOZIOL MANF./SUPPLIER/REMARSB 1 FlIS-022 1 FRAME HEAD 606345 2 FWS-026 1 FRAME SILL 608345 3 F65-019 1 FRAME JAMB VENT 8063-T5 4 FWS- FRAME JAMB Fit 8063-T5 5 FWS-025 6 FVLS-024 1/ VENT 1/ VENT 10102 690. VENT MEETING RAIL 6063-75 6083-78 7 FWS-016 2/ VENT TOP AND BOTTOM RAIL 608345 8 195-023 1/ VENT JAMB STILE 6083-15 9 Fl1S-029 M RE®. GLAZING READ 8083-18 10 FWS-015A 6. LONG SILL TRACK INSERT 8083-15 AT FIXED RAILS ONLY 11 AS RECD. SHEAR CLIP 2• LONG 6083-T8 AT ANcHOR LOCATIONS 12 FWS-018 2/ VENT VENT LATCH 8083-T6 AT 10-1/2" FROM ENDS 12A 2/ VENT CAM TYPE SWEEP LOCK ZAMAK AT 13-7/r FROM ENDS 13 14-6010 1/ LATCH VENT LATCH SPRING ST. STEEL 14 R14-2500 2/ VENT ROLLER 110115I)G & GUIDE PLASTIC M&M PLASTICS 17 F115-075 AS REDD. BAFFLE MON M& PIASUCS 18 18 X 1-1/e 65 6020. FRAME/VENT ASSEMBLY SCREWS -CRS P.H. SUS 19 #8 X 3' 2/ VENT FM RAIL SU- SCREWS (SILL DID) CRS P.H. SMS 20 AS RECD. GI. AZ NG G A S X ET VINYL 21 E-205 M REM. utOffsnoppoto • FLEX fyc 22, V123211NG AS REE111..J.! 1/ VENT,. • ••• ' • WOOLPILE,Y/STRIPPING We sox:scam 'saw/0 08 MK . - • OPTIONAL • 8 •■■•■•10. 0, 1 drawing 110. W07-80 (skleet 6of 7 51341FIKEIALZEKB DIED4119-1391101KB .7 cl3 Engr DR. 1110/AY0UN MOOR sntualJRES FLA. PE 16557 CAN. MM OCT 1 9 2007 m 1-1 1 1. (Jawing no #07-130 I sheet 7 of 7 MIAMaO ►pE MIAMI-DARE Co PRODUCT CONTROL DMSION .- NOTICE OF ACCEPTANCE Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under th 1 m� ,. =a g �� a `s governing the use of construction materials. The documentation sub ed , p -1e ami de County Product Control Division and accepted by the Board of ki le '�° �• � ���to'b��l`sed in Miami -Dade County and other areas where allowed by the Authority Ha vin `�di on (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 testedlar quality assurance purposes. material fails to perform in the accepted manner the manufacturer will incur the If this product d or 'Y 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. Series FWS- DESCRIPTION " AIaminu°m S e$un Window - DO g Drawing No. W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 or-4 prep Faroo C . revision "D" dated 06/15/09, sl � � x. q o7poratron,�daxed 03/11/04 with the latest an -sea , wJ Vigar, 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 r.,. juste i Resistant UlL shall ABELiNG: Each emit eoll ii' ,s t'. urers name or logo, city, state and followin g statement "Miami-DA C- r, r RENEWAL of this NOA shall beFeotis*less otherwise noted herein. r:� no change in the applicable building code e ° s �� �y t °if) been filed and there has been g n gatlyely ' . ,;. performance of this product. TERMINATION of this NOA will occur after�the pi'rfttteor if there has been a revision or change in the materials, use, and/or manufacture ofi'th aalilbf oliVrcttss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any'o `41fliil automatically terminate this NOA. Failure t o comply with a n y section of this N O A ' s1 i ' a f 11 W e a n Rik 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 adveiitising literature. If any portion of the NOA is displayed, then it shall be done in its entirety .' ?' ,dx ai INSPECTION: A copy of this e p * ` 11,i n.th.user,by the manufacturer or its distributors and shall be available for °inr pection at,tilie job site at the request of the Building Official. This NOA revises and renews NOA iii..04 -0524 03'gtd c n `Sts of this page 1 and evidence pages E -1 and E-2, as well as approval documentinei tioned itiv g The submitted documentation was re/4%019y Ytifille2A tkititiA.14) z ; 1"tarot7q J('orrrcrr'tic 140 WEST FLAGLER STREET, SUITE 11107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildin code NOA No. 09-0624.0 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 Page 1 TIT 4 rilek - # _ • - Florida Window System, Corp. A. DRAWINGS :ie,:t.', '',.• , - 1. Manufacturer's die drawings and secti 2. Drawing No W0426; tide sheets 1 throughl*5, prd1j ' latest revision -"D" d.:*d 06,1' 13. EVEN SUBMTrfED ons. TESTS .2,00 Alum. Single Hung Window (L.M.I.)", • q Corporation, dated 03/11/04 with the sealed by Arshad Viciar, P. E. - )4E44* MitikkA -(.,:wp(irati( 3. 1. Test reports on: .1) Large MissilMthapagtTesfper FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared Huiricane„FgnOineep:mg aro ;Testing, Inc. Test Report No. ed by Rafael E. Droz—Seda, P. E. rtTies,prit., TAS 201-94 din g per FBC, TAS 203-94 RETI-03-1820B 9.„ .46 I (Submitted under previous 2. Test reports on I) 4 . 2) Cyclic Win431.Pik,_ Wit along with marked—up drawings 4ndkkiMation diagram of an aluminum single hung window, prepared by Hurrtmel,t*Kering and Testing, Inc. Test Report No. HETI-03--1820A dated Q ./4470, ‘01,,,,*3Q Odiand sealed by Rafael E. Droz—Seda, P. E. (Submitted underP ,k‘ e 04-0528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static,Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistad' Tel t -r FBC, TAS 202-94 4Fore1 cve ,$) 9 C 2411,3.2.1 and TAS 202-94 IP/ I rss diaitam of an aluminum single hung 1.«. gals ,:ikip.Ty • and Testing, Inc. Test Report No. 3 d aled by Rafael E. Droz—Seda, P. E. 2833) FBC, TAS 202-94 c Size Test, Loading per FBC, TAS 20294 3) Water Resistance'feit, per FBC, TAS 202-94 4) Forced Entry Test,* PBC 2411.3.2.1 and TAS 202-94 4 . 4 6-1 ktiagrOgt of an aluminum single hung rt:67 6,4 Tegting, Inc. Test Report No. tu- ,I;CS as I Zta - fael E. Droz—Seda, P. E. along with marke window, preparealv RET1-03-132213:dhle (Submitted under r pr 4. Test reports orirl 1) Air imi along with marked—u! dr window, prept7, HETI-03-1322' (Submitted under id§re" i); g 11*—S1firt? Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 ---1-•;-di4? A 4 r r I Florida Window S stem Co . rft. C. CALCULAT1O d::', , 1. Anchor verificiiiiiiiiit- . tI4n1sjs, complying with FBC-2007, prepared by Al—Fariq Co & 6/15/09, signed and sealed by Arshad Viciar, P.E. Complies with ASTlYtE D. QUALITY ASSURANci 4" 1. Miami Dade Building Code Compliance Office (BCCO). ...e , E. MATERIAL CERTIFICATIONSa'-'4' 1. Notice of Accept= No '''' , ic 1 4 1.1ed to SoIutia Inc. for their "Saflex IIIG Clear or coloreu 'intleraye • 4;4006, expiring on May 21, 2011. 2. Notice of Acceptance No. 0 to Oldcastle Glass Inc. for their "StormGlass Glaii-14i air a QJ 0,-' 9, expiring on 12/11/13. ,'..'t E. STATEMENTS ' il,, . fj,-,-.)-q il; •'.."t 1 '',1,- ,, -.■;,,, uf.„..„.-- ...14'.•, ,. -4 • 1. Statement letter of conformance d une 16, 2009, signed and sealed by Arshad Visgar, P. E. 2. Statement letter of no financjal intr&taIed itIline16, 2009, signed and sealed by Arshad Viciar, P. g:?-12-,91' '''• '''s...'-', ``1' ,,ue . 3. Laboratory compji .41.,64,.. o.' .HET1-03--1820B, , HETI-03-182v :III 114 22A, issued by Hurricane Test - Laboratory, Inc., dat , it uary 0' 2004, September 09, 2003 and June 05, 2003, signed and seal el roz—Seda, P. E. (Submitted under previow iYq4No ‘1 .!! . 28.03) G. OTHERS . , 4 ,` ,,i--,010,1. • „ 1. Notice of Acceptance No. 04-0528.03, issued to Florida Window System, Corp. for their Series "FWS-200 Aluminum Sing,le„Hung Window — L.M.L", approved on 07/29/04 and expiring on 07/22/09,.,- 0 fr-14 . .. .... Iiitethii • F • ''t.:17.-•;" •••• Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 - '7F"7-71F Nj JI 2 5 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED J 0 tHESr KARD LS'ARE RATED FOR SH /VIE NOT'REOURED. SERFS FWS -200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE CHARTS SHOWN ON SHEET 2. ynY 1 ,B it 1 /1 r / 1 - - 1 Ir. © , i n. „ u • 505/8- �.. -: -- VENT WI WINDOW TYPICAL EL VATIONf', TESTED UMi r.4 U; 1/8" HEAT STREW() APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG W1T I OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS 'OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, .090" NTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090` PVB INTERLAYER SAFLEX I1G BY 'SOLUTIA THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD:BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. nS c — ,_ 0 1 S S E a,L, droving- no. W04-20 sheet 1 of 5 S ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SFIALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY MATERIALS INIIUDLNG BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME KM CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Env: ARSHAD V0AR FIA PE / 38883 CAN. 3338 PRODCTREVISED WmpI Um Mao stains Codt Aom8 Nom CLASS TYPE 'A' GLAZING OPTIONS JUL 08 Z009 1' , Division EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 11/0 SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS GLASS TYPE 'A' GLASS TYPE 'B" GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NI.( -) EXT.( +) 1NT.( -) EXT.( +)I1N7.( -) EXT.( +) 1N14-) I 19 -1/8" 26 -1/2" 32" 37" 42" 48" 53 -1/6" 26" 1 (3) I 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 6 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 6 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 85.0 66.7 75.0 60.0 65,0 66.7 75.0 60.0 65.0 66.7 75.0 B0.0, 655 75.0 60.0 65.0 66.7 75.0 19 -1/8`- 26 -1/2" 32" 37" 42" 48" 53 -1/8" '.18 -3 /L (4) 60.0 65.0 ii�� 75.0 60.0 655 66.7 75.0 60.0 65.0 68.7 75.0 60.0 65.0 66.7 75.0 60.0 654 65.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 6E7 75.0 60.0 65.0 66.7 75.0 60.0 95.0 66.7 75.0 60.0 65.0 65.7 75.0 60.6. 65.0 66.7 75.0 604 65.0 66.7 75.0 60.0'ICI - 5 68.7 73.5 0, :65.0 66.7 75.0 19 -1/8" 26 -1/2" 32" 37' - ., 42 48 13s178 63 . ? ":'600 6&0.> 657 75.0 6 60.0 6 850 667 7 MI 70.0 '60.0 ":' 6 65.0 6 66.7 �'r 60.0 850 . no ,,t. 600,6. 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 755 50-5 (4) ' 667 ' '75`12 - - 66.7 .86.7 75 0, .0@.74' ° 667 KEEN 75.0 •. .0 , 66.7 75.0 600, ial ..0 ■ 66.7 69.6 -* l •�r - .,'�..`' 3e o .� /: �1 60/ 60.2 �,6o.p,_, Bilr;IiJL �. i�-�., i67l� Emit- iF �� 19 1/8 ‘ $/Z" 32 '3 48 53-1 /8 - `60. 05,0: 86.7 75.0 • �*r�'��": '`oils b Sa..� 655- �.. 66 7 75.0 11iO 0 .. a:' 'CJ1O; 1 9`) -i0.0 ii 60o , 66:7 5.0 :I , (Pi -Ea i.0 : 75;o Boo ,X5,6 Av. . t55.G 1 • • .6:0 i . r. , 8 476Q, 411P` 64.9i°860 ° - mil. 66.'7 `` lag 75.0 ': '4 ;: 55.8 55.8 0.0 ;•>� Eal 19 -1/8 °a 26 -1/2" 32" 37" 42" 48' 53 -1/8" 315:0. 66.7 75.0 rmizincal 75.0 VT.t.g 65.0 66.7 75.0 .• • 65.0 CEI 56.7 75.0 75.0 `.,60,0 65.0 66.7 75.0 Erg 65.0 6 },.,. f650 65.7 75.0 �! " "'a 65.0 65.7 75.0 (6) 605 655 66.7 75.0 60.0 65.0 65.7 75.0 60.0 61.7 61.7 61.7 60.0 65.0 66.7 75.0 - - 52.8 52.6 - - 66.7 75.0 19 -1/8 "' 26-1/2" 32" 37" 42" 46" 53-1/8" 60.0 65.0 .68 .7 75.0 60.0 65.0 65.7 75.0 60.0 65.0 66.7 75.0 80.0 65.0 68.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 76" 60.0 65.0 .66 .7 75.0 60.0 65.0 66.7 75.0 (6) - - 56.7 74.2 - - 68.7 754 - - 57.4 57.4 - - 66.7 75.0 - - 48.1 48.1 - - 66.7 75.0 • NO. IN PARENTHESIS' INDICATE NO. OF ANCHORS PER ma • r UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ' 71/0 SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS GLASS TYPE G GLASS TYPE G GLASS TYPE G GLASS TYPE WIOTH H HEtOHT E EXT.( +) m mil-) E EXT.( +) m mu-) E Ex1.( +)1INT.( -) E EXi.( +) 1 1HT.(-) 19 -1/8" 6 -g�" 660 6 65.0 6 66.7 7 75.0 6 60.0 6 655 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 667 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 71.2 6 60.0 6 65.0 6 66.7 7 75.0 - - - 6 61.4 6 61.4 - - - - 6 66.7 7 75.0 19 -1/8" 6 57" 6 60.0 6 65.0 8 86.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 80.0 6 65.0 6 68.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 66.7 7 75.0 - - - 6 657 7 75.0 - - - - 6 66.7. 7 75.0 - - - 6 66.7 6 68.3 - - - - 6 66.7 7 75.0 - - - 5 58.2 5 58.2 - - - - 6 66.7 7 75.0 11 -1/8' 6 63 . ? 60.0 6 65.0 6 66.7 7 75.0 6 60.0 6 65.0 6 667 7 7557. r '60.0 ":' 6 65.0 6 66.7 7 760, 6 60.0 6 65.0 6 66.7,. x x755:: 600,6. 6 65.0 6 66.7 7 75.2- 6 60.0 6 65.0 6 66.7 7 755 - 6 667 ' '75`12 - - - - - . .0@.74' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 B: AR5HA0 YIDAR RA PE 38663 CAR. 3536 jiN17 2009 c S 8 0 -0 0 C drawing no. [W04 -201 theet 2of 5 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SP I BY WOOD BUCK TYPICAL ANCHORS SEE ELEV, FOR SPACING a.: TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE aEv FOR SPACING 1/4 01A ULTRACON BY 'ELCO. (Fw=122 NSI. Fy=155 HSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURgS 1-3/e MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MIN.,,,MED INTO CONC. -OR. MASONRY DIRECTLY INTO CONC. 3DR: MASONRY.. 1-1/e MIN. EMBEITpATO CONC.-0 MASONRY 4 ti 4 L :.4.:‘, (GRADE 2 CPS) •_.r ,..- ■ : INTO MET STRUCRAES . ., STEEL : 1 pttlilir(Fy ,..!4 illt4,) 141''''1141; ...'.- ALUMINUM",;.OLOkIl!f...4 , MIN.) ,,,,,.'.. 5 "...i, (STEEL IN46141AST r WIIHei I3j BE PLATED ORIPIAttitTED) , ,. , . :1.:,:i.(; i 5•J-: ,4t4,:s., liVr -.., .: vit4 `,ttii.fikiitliikst i ('piADE 2 ms) i ..z... .-- . ',_. ...- ,_ _,.:1;- --- , '.6muLLIONS (MIN 111K 11'' INTO M4i*.i-70b. l'jt7,7ti 1•:,'..ilAt 4:- 1 ' (NO SHIti'*0',.,.: -'7'-1,. et r C.::* I' -- INTO C)NCklagE415MASONiir = 1-5/8" MIN. , :AI 1...:4 - - INTO WOOD! TRUCTURE = 1° MIN. INTO METAL, 51JCTURE = 3/4° MIN. CONCRETE ti,;30O0 PS mIN. C-SO HOLLOW/FLUID BLOCK rm . 2000 p51 mIN, SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD 5504 SEALANT. WEEPHOLES: *.1+1 44! W1 1- 1 /2" X 3/16 WEEPHOLES AT 2-1/4 FROM EACH END TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING JUN 1 7 2(109 • (wheat 3 of 5) 6UJ6 -DADE COUNTY APPROVED MULLION SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW VADTH 11DI # PARTY REQD. DESCRIPTION MATERIAL MAVF. /SUPPLIER /REMARKS - .- 2 3 FWS -020 FWS-021 FWS -022 - 1 1 -- FRAME HEAD 6063-T6 6063 -16 , - FRAYS SILL - 2 FRAME JAMB 6063 -16 - 4 FWS -025 1 FIXED MTG. RAIL 6063 -I6 - 1 5 FWS -024 1 VENT TOP RAIL 6063 -16 - 1 6 7 FWS -023 1 VENT BOTTOM RAIL 6063 -16 - • I F6$ -016 2 VENT SIDE RAIL 6063 -16 - I 8 FWS -029 AS ROD. GLAZING BEAD 6063 -T6 - I 9 FWS -018 2/VENT VENT LATCH ® I0 -3/4' FROM ENDS 6063 -T6 - -. 1 96 - 2/VENT CAM TYPE SWEEP LOCK ZAMAR INTALLED W/ (2) Y8 x 3/4' Ffi ti 3 10 - 2 LATCH 5PRolc STEEL - 11 895 AS REOD. GLAZNG COMPOUND - PECORA 12 YB X 1 -3/4 20 FRAME & VENT ASSEMBLY SCREWS CRS PH 5A15 13 - - - - - 14 621175 AS REDD. PILE W'SIhIVNING WITH PLASRC FIN - U.TRAFAB 15 0205 AS REOD. BULB W'STRIPPNG 16 - .2 /VENT BLOCK AND TACKLE BALANCE - - 16A - 2/VENf 5/8' SPNpL BALANCE - .« 17 #6 x 3 /8N, ,-. ' SASH GUIDE:. SCREWS FH •t . = 18 20-09 2 SASk -LSIOP 0.._ ALUMINUM - r .18 - 4,,,' $} >,st5 5AS1i:CUIDE s' /16' BOX SCREEN - - -. T20 - 0 11 ANT 'ADM i /4' 5811* 113Y • WOOD BUCKS Engr. ARSHAO .•. CIVIL FLA PE 1 36863 CAN. 3538 U IN 17 2009 PRODUCT REVISED =cenobite with Use flwida E:fi "tllgCode 4to106cc510! .062 .062 .750 2.065 r1.0311 780;r .912 .912 • VENT LATCH "i• **-050— 9' 9'1. Fa' VENT BOTTOM RAIL VENT SIDE RAIL FRAME CORNERS DETAIL VENT CORNER DETAIL Env: ARSHAO VICAR FLA. PE 1 38863 CAN. 3538 JUN 11 1003 drawing no. W04-20 sheet 5 of 5