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WS-10-1943I Inspection Number: INSP- 152890 Scheduled Inspection Date: December 13, 2010 Inspector: Bruhn, Norman Owner: GARZON LUZCANDO, CARLOS Job Address: 265 NE 96 Street Project: <NONE> December 10, 2010 Miami Shores, FL 33138- Contractor: THE SPECIALIST OF AVENTURA INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS-1 1-10-1943 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134100 Phone: (754)368 -6668 INSTALLATION OF IMPACT WINDOWS (6) PLEASE CONTACT ALDO DE LOS SANTOS 954.608.3006 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 9 of 17 BUILDING Permit No. gt O` I G 3 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): IN G4 -Za•1 1-krZ.C.Ani brO Phone #: Address: (9&$ 0-E- %% T City: jet AM I .5t- HO,EES State: F�.Q -i pA Zip: 33138 Tenant/Lessee Name: Phone #: Email: e-AL6A6L QA- MA1 L. CoN1 JOB ADDRESS: a(os N -E R6 SI City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Theo ''c> 4/,7 0 4 ' 4 U e . 4 . / - 2 - 1 Phone #: ? ' ; MI - 'e/v6R Address: ? ; - hij� City: /✓/,4Mi L4.14e5 State: Zip: 33 Qualifier Name: / mel /S /rii c Phone #: State Certification or Registration #: CG C Ls() 90 ij/ Certificate of Competency #: Contact Phone #: 7S5/- 3(Q Geo Email Address: 9Ve!o<l f ./�eJlreivi e r e 7 DESIGNER: Architect/Engineer: Phone #: 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 Value of Work for this Permit: $ J2) ( Square/Linear Footage of Work: 3001 siQ i Type of Work: ❑Address Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: G 4L,L t O/J 0 F MPACT W - t.1 OW c $ ) Cl g4s9 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: TOTAL FEE NOW DUE $ EVITTVIE Nov 0 2 X010 Y: ........ 86 aSa 3 : :i ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ************* ****+x ************ * **** * * **** Submittal Fee $ Permit Fee $ ./A CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** x * ****** erg**** **** ******** ******* ******** *** **** ** ********* *********** * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Bonding Company's Name (if applicable) Bonding Company's Address fi City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address A City State Zip Sign: Print My Commission * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09Xrev6/4/10) Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged The foregoing instrument was acknowledged before me this 16 The foregoing instrument was acknowledged before me this 0 X day of OCT , 20 10, by Ciat.OS A il L. I /J ,L day of Iles" , 20 , by v, v we' st t S n a se who is personally known to me or who has produced P(L k who is personally known to me or who has produced f c (.) (-1 Cx. ^l 5E. As identification and who did take an oath. * 6 6 5— / -79 -228-0 NOTARY PUB' C: Structural Review • A . • • • ._ L O S • i*E hify COm mISSION # DD660078 gt* * * * * *7 ,4 , ,��a�, 1'� * ** * * * * * * * * * * * * * * ** /� // ,ryservlce.com — # 2 Plans Examiner NOTARY PUBLIC: My Co as identification and who did take an oath. Sign: 4 Print: II (1Pri' ! f G DE LOS SANTOS E MY COMMISSION # DD660078 .. < FTXPIRES April 05 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to imeag property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. By 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond$ 7 j�fri9' 6. Lender's name and address: STATE OF F I HEREBY CE original find in 3 Poem i - 4 7" or "eld e - 17 1) 2 / 11 11 1111111 111 111111 111 111111 111 1111111 111 11111 C-F 1 9 201080746101 OR Bk 274.77 Rs 0176; (ips) RECORDED 11 /03/2010 10:27:32 HARVEY RUVIH, CLERK OF COURT MIAl1I-DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: ,lv i �' t Q " Q (�3 Si C 4 1 1 / S/-4900-1 0- ,3(5) 2. Description of improvement /Al S7 /147 00., 0 P /MP4e T ra/ y,41)0 £155 3. Owner(s) name and address: g A g 4 05 Gefl Q S 6 kf / s' ter �/•3 /3 Interest in property: ge . Name and address of fee simple titleholder. "/ A 4. Contractor's name, address and phone number. 'T e• i n I 015 efg 66P _ 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, address and phone number: S. 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, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners er( ls Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name CO-LDS , --110 0-.4._ Gm-20Q Lute e Print Name Title/Office Trtle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foreg3ng instrument vas acknowledged before me this By e /o5 Ah$e./ G�'Z(c k ❑ Individually, or ❑ as for ❑ Personally known, or al produced the following type of id Signature of Notary Pub Print N (S day of arc, ation: - aQS° JOCELYN ALMONTE ,rr 4 *: MY COMMISSION # DD 931361 • EXPIRES: October 31, 2013 Bonded That Notary Public Underwriters 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. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who sig BY +' ,.= - By 12301 -52 PAGES 3/10 is 6-b -lOS 5il,a7't93 / 7 P g -1 Uf 2/ c N/44 ill 4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Mp TYPE OF INSURANCE ADM INSR SUER WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (M1016D/YYYYI LIMITS A GENERAL XCOMBMERCIAL LIABILITY GENERAL CLAIMS -MADE LIABILITY ILI OCCUR INSURER e L039001623 -0 5/20/2010 5/20 /2011 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMMISES (Ea occurrence) $ 50,000 $ 1,000 MED EXP (Any one person) OEN'L 7 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 $ 2,000,000 AGGREGATE UMIT APPLIES PER: POUCY LOC PRODUCTS - COMP/OP AGO $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS N/A COMBINED SINGLE LIMIT (Ea accident) $ BOOU.Y INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE c (Per accident) $ $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS-MADE NIA EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' U ABILITY ANY PROPRIETOR/PARTNERIDC OFFICER/MEMBER EXCLUDED? (Mandatory In NH) I yes, descrme under DESCRIPTION OF OPERATIONS Y / N N / A NIA WC STATU- OTH- TORY LIMITS ER EL EACH ACCIDENT $ :CUTIVE EL DISEASE - EA EMPLOYEE $ below EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101. Addllonal Remarks Schedule, it more apace Is required) GENERAL CONTRACTOR. CITY 10050 MIAMI OF MIAMI SHORES NE 2ND AVE SHORES, FL 33139 I THE ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �f.�. rii:6e�s<ea �/ OJEDA Gi% eel¢ A RIj CERTIFICATE OF LIABILITY INSURANCE k......" DATE(MM/DD/YYYY) 10/19/2010 HOLDER. THIS POLICIES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER The World Of Insurance, Inc. 13155 SW 134 ST suite 209 MIAMI, FL 33186 "� JTT•T, OJEDA MIME No Exo: (786)573 -2221 N , k (786)573 -2224 ADDRESS . Jill @theworldofinsurance.com PRODUCER CUSTOMER ID t INSURER(S) AFFORDING COVERAGE NAIL d INSURED NEC ROOFING, INC AND THE SPEACIALIST OF AVENTURA, INC 19217 S. LAKES DR �_S HTR, FL 33015 INSURER A : HERMITAGE INSURANCE COMPANY INSURER e INSURER C: �� D INSURER E : INSURER F : COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/09) CERTIFICATE NUMBER: Policy Number. CANCELLATION REVISION NUMBER: Date Entered: 2/ 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REVISIONS DESCRIPTION WIDTH HEIGHT TRIB.A. POS.PRESSURE P.S.F. ES 0006024 2100 W. 76th STREET, 311 R OBER T MONSOUR UC No. 11955 33016 3o1e TEL (305) 822 -3141 ZONE NOA # 1 S.H. 37 26 6.68 46.52 -62.29 END 09-0319.08 2 `4 H.S. * 38 265 NE 96 ST. MIAMI SHORES, FLORIDA. D.I'" BY: 1027 -10 SCALE: JOB Na garzon.Ir.wdw.10 SHEET �' on I 1 MARK DESCRIPTION WIDTH HEIGHT TRIB.A. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE NOA # 1 S.H. 37 26 6.68 46.52 -62.29 END 09-0319.08 2 `4 H.S. * 38 9.76 46.52 -50.47 INT 09-0806.03 3 H.S. �' 38 9.76 46.52 -50.47 INT 09-0806.03 4 S.H. 37 38 9.76 46.52 -62.29 END 09-0319.08 5 S.H. 37 38 9.76 46.52 -62.29 END 09-0319.08 6 S.H. 19 26 3.43 46.52 -50.47 INT 09-0319.08 Miami Shores Village APPROVED BY DATE 9 i 74TTgE ff _,IDENCE BLDG DEPT t Q 441 FFDFRAL SUBJECT TO COMPLIANCE WITH AI _L STATE AND COUNTY RULES AND REGULATIONS CD U z 0 NOT TO BE INCLUDED 3 a L:J n NOV 0 3 2010 INCWDED NOT TO BE INCLUDED NOT TO BE FLOOR PLAN SKETCH NOT TO BE INCWDED )0S\ 01 46 FRONT DOOR NOT TO BE INCLUDED NOT TO BE INCWDED i RAMMS ENGINEERING, INC FLORIDA BUILDING CODE, 2007. ASCE 7-05 EXPOSURE ADJUSTMENTS LOAD TABLE FOR DOORS TOTAL SQ.FT. 49.17 SCOPE OF WORK SERIES "20000 HIGH IMPACT" ALUMINUM SINGLE HUNG WINDO NOA 09 -03 1 9.08 SERIES "18000" ALUMINUM HORIZONTAL SLIDING WINDOW L I' Li NOA 09- 0806.03' GENERAL NOTES: .85 I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2007 4. BUILDING HEIGHT : 15' 5. MIN. BUILDING WIDTH: 45' 6• FLAT ROOF 7. APLICABLE ZONE: 4 (INTERIOR), 5 (END). 8. OCCUPANCY IMPORTANCE FACTOR: I .0 9. CONSTANT: 0.002% 10. GCPI: 0.1 I I . Kd :.85 1 i� to GENERAL NOTES: 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I4Q] USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.Q.S. THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5807 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM DESIGN PRESSURE RATINGS FOR THIS WINDOW SHALL BE AS SHOWN ON SHEET 4 (SCHEDULE #1). 3. THIS SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT IS APPROVED FOR AIR AND WATER INFILTRATION (SEE SCHEDULE #1 ON SHEET 4). 5. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy= 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL. TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. #'c = 3192 psi), MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". — 1/4 "o TAPCO ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 2 ), THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2 " . - 1/4 "0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 22 ), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4 "0 -14 TEK SCREW ANCHORS W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 23 ). (0) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063 —T5 ALLOY) MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1/4 "0-14 TEK SCREW, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 23 ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1/4 "0 -14 TEK SCREW, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 23 ). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). A IZrasa P"Y' > fire bute 2-00 1N 11. REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11LLIT TESTING & ENGINEERING COMPANY N.W. 36th St.. Ste. 305. MOM GARDENS. Fl 33188 j Phone : (305)871 -1530 . Fm : (305)871 -1831 r1Tf' I'n E8- 0006719 � nnnn a —matt: tiltecoGcol.com WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 P.E. SEALJSIGNATURE/DATE 02007 TILTECO INC. /1 itIi NC.\ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT UV. 20 2 IMPACT 5 S WTh4D0W8 2Tie ClearSnlritrbss o WE WY. No 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (303) 558 -8103 FAX: 305 558 -8865 www.genera mpact.com 4 otscauniata DATE 12/19/07 DATE 07-307 DRAWING No SHEET 1 OF 9 1.031' 094 062" - (Typ.) 25' .125' 02r .137" 15" SERPARONS VP X 025 Y R. FULL -.097' .082" -.936" .458'-. 10 FRAME HEAD SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER 2.378° .061' -t ® VENT TOP RAIL SCALE 1" = 1 6063 -T6 ALLOY & TEMPER .409 " -- m'X.012OP. GLAZING BEAD FOR 7/16" GLASS SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER 8 .062' .4 031' .5c0" 912 .937' 90 VENT LATCH SCALE 1" = 1 6063 -T6 ALLOY & TEMPER 0 FRAME SILL SCALE 1" = 1 6063 -T6 ALLOY & TEMPER t .020" 1-- .582" REF. - 5 H.D. VENT TOP RAIL SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER ALUM. INSERT BAR FD- SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER © SASH CAM SCALE 1/2" = 1" 6063 -T6 ALLOY & TEMPER sppiweel so 0 31 plyleg with Its 1''kle °Pst:.a: 18a1e' .. . 6,• - , cuptel-uvec t, 2.000' .500" .062 .062'- .125" .719" 1.281' .271" 272' .772" -.062' .470" 45 1.345" 2.187' .070' .091 .070 03 FRAME JAMB SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER .082' -- 371 031 8 .7.3' ® COLONIAL MUNTIN SCALE 1" = 1" 6063 -T5 ALLOY & TEMPER APR 21 20 11.E SEAL/SIGNATUREIDATE .094'- 1.913' .125' Tf ► .097. R. FULL .062' ® VENT BOTTOM RAIL SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER 125" 1.122 } 1.187 REF. .842 REF. .187 8.062" ( .9 Liar .135' 047' 8.031" 8.031' ( .715' .4 6 094 .097' 632007 TILTECO INC. .888' REF. AV X .012 OP. / YirBE\r►® INC. TIWT TESTING k ENGINEERING COMPANY 6355 N.8. 39th Si.. Ste. 308, MRONA CAROMS. n 33189 Ph arms : (305)871 -1530. Fat : (305)071 -1631 e -mail: titeco0aol.com E8- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. 44167 .625 ay. AO .939' -- -I .135' 085" i� .062' ,210 .120" 24 le Mil 062" 199' .062" .125' ® VENT SIDE RAIL, SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER 013320111141 .83" 1434 COMPONENTS ® FIXED MTG. RAIL SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT l.A. /F.P. /111.0.v. GENERAL 2Re c...5 BAIT ® GLAZING BEAD FOR 5/16" GLASS SCALE 1" = 1 6063 -T6 ALLOY & TEMPER 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 vi wv.generaimpact.com 2V.N 3 4 0 ALUM. INSERT BAR FOR SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER 12/19/07 DATE 07 - 307 DRAWING No SHEET 2 OF 9 ITEM $ DESCRIPTION MATERIAL 0 FRAME HEAD 6063 -T6 0 FRAME SILL 6063 -16 0 FRAME JAMB 6063 -18 FIXED MEETING RAIL 6063 -T6 ® ALUMINUM INSERT BAR FOR ® 6063 -16 0 VENT TOP RAIL 6063 -T6 H.D VENT TOP RAIL 6063 -T6 8 ALUMINUM INSERT BAR FOR () 6063 -T6 © VENT BOTTOM RAIL 6063 -T6 0 VENT SIDE RAIL 6063 -16 ® GLAZING BEAD FOR 5/16 GLASS 6063 -T6 ® GLAZING BEAD FOR 7/16 GLASS 6063 -16 ® VENT LATCH @ 6 FROM ENDS 6063 -16 10 LATCH SPRING ST. STEEL 11 GLAZING BULB VINYL NEOPRENE ( FRAME & VENT ASSEMBLY SCREWS, (20) #8 x 1' PH SMS ST. STEEL 13 SASH CAM 6063 -T6 14 VENT WEATHER STRIPPING - 1Q5 FRAME SILL WEATHER STRIPPING - © BLOCK & TACKLE BALANCE 17 BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12 0.C. (MAX.), AT MID -GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FIB-28, CLEAR. SILICONE ® SASH STOP - 19 GLASS, 0.326 OVERALL LAMINATED GLASS WITH (1) 1/8 HEAT STRENGTHENED GLASS + A 0.090 INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El DUPONT DE NEMOURS, W/ NOA 05- 1208.02 + (1) 1 /8" HEAT STRENGTHENED GLASS - ® GLASS, 0.444 OVERALL LAMINATED GLASS WITH (1) 3/16 HEAT STRENGTHENED GLASS + A 0.090' INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El DUPONT DE NEMOURS, W/ NOA 05- 1208.02 + (1) 3/16" HEAT STRENGTHENED GLASS - 9 0 GLASS, 0.444" OVERALL LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM SENTRY GLASS PLUS, INTERLAYER BY El DUPONT DE NEMOURS, W/ NOA 07- 1116.04 + (1) 3/16' HEAT STRENGTHENED GLASS - ® DOW CORNING 795 STRUCTURAL UOEE el SEALANT, FIXED PANEL FRAME. FRAME ALL AROUND (EXTERIOR AND INTERIOR), FRAME CORNERS AND VENT CORNERS. SILICONE P ANCHORS, 1 /4 "e/ TAPCON ANCHOR BY RW BUILDEX, INC. STEEL ® ANCHORS, 1/4 "0 - TEK SCREW BY 11W BUILDEX, INC TO WOOD BUCK, ALUMNUM TUBE OR STEEL MEMBER. STEEL ® COLONIAL MUNTIN (OPTIONAL) 6063 -15 ® GU (4) N NYLON 6IDES LOCATED M. VENT JAMB STILES AT 4 1/4 AND 35 FROM BOTTOM NYLON CO (2) NYLON GUIDES LOCATED AT EACH END OF VENT MEETING RAIL USING (2) #8 X 1 PH SMS. NYLON BILL OF MATERIALS Aprs- vi 3ss g::,: _ V.3. E A& the Meth li9tka'c ►. SCALE N.T.S. (SEE CHEOULE #1 ON SHEET 4) EXISTING STRUCTURE O N SHEET SCHEDULE #2 2 a i N 5 APR 2 1 2001 P.E. SEAUSIGNATUREIDATE (SEE SCHEDULE #1 ON SHEET 4 SCALE: N.T.S. ®2007 TILTECO INC. /1 it1iE6NC. \ TIWT TESTING & ENGINEERING COMPANY 6353 N.W. 38th. St. Ste. 305. MANIA GARDENS, Fl 33166 Phone : (305)871 -1830 . Fax (309)871 -1831 e -mail: tliteeo@aol.00m EB- 0006719 WALTER A. 11LUT Jr. P.E. FLORIDA Lie. 44167 (SEE SCHEDULE #1 ON SHEET 4) i N d g EXISTING STRUCTURE (SEE SCHEDULE #2 ON SHEET 4) o r EE SCHEDULE #2 ON SHEET 4) GLAZING DETAIL FOR 109 GLAZING DETAIL FOR fa (SEE SCHEDULE #1 ON SHEET 4) GLAZING DETAIL FOR l SCALE N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT REY. NO 05101 DATE NEW No =MN OF ware RD8IS 04/11/08 S 4 2 290 WEST 78 ROAD HIALEAH, FL 33014 _ PHONE: (305) 558 -8103 GENER A 7 . FAX: (305) pcct.c &WIN •rew.y eroRmpaet eon+ DESCRIPTION SEE CHEDULE #1 ON SHEET 4) EXISTING STRUCTURE (S ON SH SCHEDULE #2 (( E SC or HEDULE SCHEDULE #2 ON SHEET 4) DATE DATE x rn 5 DRAWN BY: LA./F.P. /M.C.V. 12/19/07 07 - 307 DRAWING No SHEET 3 OF 9 WINDOW CASE # MAXIMUM DESIGN LOAD 144)3MI WATER MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAXIMUM DLO. "a" MAXIMUM D.LO. 'b" MAXIMUM D.LO. 'c' MAXIMUM D.LO. "d" GLAZING OPTIONS (SEE SHEET 3) REQUIRED ( sEE S E 5 SEE DETAIL 2 (3 ANCHORS) I +80.0, –80.0 psf 12.0 psf 53 1/8" 74 1/4" 33 1/4 47 3/8" 33 5/8 47 1/4" 0 + i 9 UNREWFORCED 10 1/2" o.c. +90.0, –90.0 psf 13.5 psf 53 1/8" 74 1/4" 33 1/4 47 3/8" 33 5/8 47 1/4" 8® + ® % II REINFORCED lII +100.0, –100.0 psf 15.0 psf 44" 74 1/4 33 1/4" 38 1/8" 33 5/8 38 @ + @ %W /441- REINFORCED IV +120.0, –150.0 psf 18.0 psf 53 1/8" 74 1/4" 33 1/4" 47 3/8" 33 3/8 47 1/4" @ + ®l i W/ I4(+ H1 /A REINFORCED � � ANCHOR TYPE DESIGN LOAD ( HEAD/ SILL ,JAMBS T OF ANCHORS O MEETING R CONCRETE 1/4 ITW/ BUILDEX TAP ON ANCHOR 2) 80 OR LESS 13" o.c. 13 o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 10 1/2" o.c. 10 1/2" o.c. SEE DETAIL 3 (4 ANa-IORS) >100 TO 150 7" o.c. 7" o.c. SEE DETAIL 4 (5 ANCHORS) BLOCK 1/4 "0 ITW/ BUILDEX TAP ON ANCHOR 22 80 OR LESS 13" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 10 1/2" o.c. 10 1/2" 0.C. SEE DETAIL 3 (4 ANCHORS) >100 TO 150 7" o.c. 7" o.c. SEE DETAIL 4 (5 ANOIO S) WOOD 1 /4 "0 -14 ITW/ BUILDEX TTK SCREW 80 OR LESS 15 1/2" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 12 1/2" o.c. 12 1/2 o.c. SEE DETAIL 2 (3 ANCHORS) >100 TO 150 8 1/2" o.c. 8 1/2" o.c. SEE DETAIL 4 (5 AN(HORS) ALUMINUM TUBE OR STEEL MEMBER 1/4"0 –14 ITW/ BUILDEX SCREW 2 80 OR LESS 1 1/2" o.c. 13" o.c. SEE DETAIL 1 (2 ANCHORS) >80 TO 100 14 1/2" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >100 TO 150 9 1/2" o.c. 9 1/2" o.c. SEE DETAIL 3 (4 ANCHORS) D/6 0 E/7 "5" = ANCHOR SPACING (SEE SCHEDULE #2) Max. Max. a MAX. FRAME WIDTH (SEE SCHEDULE #1) A/5 //;. III II I II O II 8/5 CR I I MAX. D.LO. ° d" II II II it 4 = f C5 / / MAX. D.LO. "b" "S" = ANCHOR SPACING (SEE SCHEDULE #2) SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) 4 , rMax. 4" Max. ° D/6 SEE DETAILS 1 / 4 & / #2 OR �J AS APPLICABLE TYPICAL EXTERIOR ELEVATION (0X)e SCALE: N.T.S. (2) 2 "x0.25" WEEP SLOT AT 2.187" FROM ENDS. * NOTE: hi AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT hi + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT INDICATED ON SCHEDULE #1. ADDITIONALLY, DAYLIGHT OPENINGS CREATED BY hi AND h2 SHALL BE SUCH THAT MAXIMUM DAYUGHT OPENINGS "a" AND "c INDICATED ON SCHEDULE #1 ARE NOT EXCEEDED. REQUIREMENTS FOR ANCHORS CONCENTRATION AT ENDS OF MEETING RAILS SCALE: N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 41.41-:11p4 ors I DETAIL 1 2 ANCHORS SINGLE HUNG WINDOW SCHEDULE #1 MAXIMUM ANCHOR SPACING SCHEDULE #2 APR 2 1 ZJ1119 P.E. SEAUSIGNATURE /DATE DETAIL 2 3 ANCHORS 02007 TILTECO INC. 811171.43.1.1.1.5 TIWT TESTING & ENGINEERING COMPANY N.w, 380,. St. Ste. 305, V1RGNW GARDENS. Fl 33188 Phone : (305)871 -1530 . Fax : (308)571 -1831 e –mail: tfteco®aol.com E8- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA tic. 44167 � • O 23 AS APPLICABLE 1! M i1 II DETAIL 3 4 ANCHORS DETAIL 4 5 ANCHORS SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT REV. NO 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 (05 } -5855 OE1V a L www. ene pact.com 71e CrearSortaxixa SCHEDULE DATE I REV xe 3 DRAWN BY: I.A. /F.P. /M.C.V. 12/19/07 DATE 07 - 307 DRAWING No SHEET 4 OF 9 MIN. ED. SEE NOTE MIN. 2 "x 4" P.T. 9/1 WOOD BUCK SEE SCHEDULE ON SHEET 4 1 Or CROW ��► I 1 ,II ` 'fl • I�I ,141,, :I I�z ' SECTION B-B or © It MEETING RN1S QSEE SC HEDULE #1 SHEET 4 STRUCTURAL 1 d o a SILICONE 1111 I 4P Lit I /r" l 0 SEE SCHEDULE #1 ON SHEET 4 O'IION8L_ SEE SCHEDULE #1 ON SHEET 4 MIN. 2 "x 4" P.T. WOOD BUCK MIN. E.D. SEE NOTE INSTALLATION INTO WOOD SCALE: 3/4" SEE SC I-E!1 E #2 ON SI-EET4 SEE SCHEDULE #1 ON SHEET 4 SE SCHEDULE #1 ON SHEET 4 0.25" MAX. SHIM SEE SO-EDU.E #2 CN SHEET 4 0.25 MAX. SHI SECTION A.d SECTION 1 "x P.T. WOOD BUCKS (SEE NOTE 8/1) d . Si 0 � - w w 0 La s U N W x 1"x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK REQ'D. SEE SC ULE ON SHEET 4 SEE SCI1EI)ULE ON SHEET 4 MIN. E.D. EE NO u 41 11 1 Iu 'I� j1 SEE SCHEDULE It 'I ki I il' X11 II II i ZFI��i' \ / �' SECTION B—B ll Lt 11.- �--« 41A ° SCHEDULE #1 RAILS t9Iti '11 °ON SHEEP 4 0 SIMI Il�1 !1_ e' a E RAL SE SCHEDULE /1 III ; „ ON SHEET 4 Ili I IMIllar!, r� It d I[I4. 111 c ., g in 0 lmi a SEE SC MULE #1 ON SHEET 4 MIN. EE NO 9/1 INSTALLATION INTO APPmei ao emply28 mei e POURED CONCRETE OR D e g V Ila DI/4W CONCRETE :LOCK + ix46 - oll! ± SCALE: 3/4"=1” 1sk '= 3 8 SEE SCHEDU E #2 CN SHEET 4 POURED CONCRETE OR CONCRETE BLOCK REQ'D. SECTION AA SECTION 0.25" MAX. SH 1< SEE SO-ED LE CNSI-EET4 APR 2 1 2009 P.E SEAL/SIGNATURE/DATE 0 I� I Y a i. !ll � SECT10N B' -B' I 4 REINFORCED MEETING RAILS AT MEETING RAILS () & 41 & EAU REINFORCEMENTS ® 2007 TI TECO INC. STRUCTURAL SIUCONE a )SEE S I-E1I E #1 OJ SHEET 4 /1r TILLIT TESTING & ENGINEERING COMPANY 6388 N.W. 35th. St.. Ste. 305, VIRGINIA CARDEK5. Fl 33188 Phone : (306)871 -1930 . Fax : (308)871 -1531 e -ma8: tlieeo@ool.eom EB- 0008719 WALTER A TIWT Jr., P.E. FLORIDA Uc. 44187 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) ir ocRo LEI I csiEN97411 F 111 I I nom_ II I cRcRe gill, SEE E #1 CN SHEET 4 SECTION A —A (SECTION C —C sim.) INSTALLATION INTO ALUMINUM MU ON SCALE 3/8 " =1 ®CR SEES CN SHEET 4 SEE SCHEDULE ON SHEET 4 SECTION MIN. ED. SEE NOTE — 9/1 #1 A —A (SECTION C —C sim.) INSTALLATION INTO STEEL MEMBER SCALE: 3/8 " =1 " FLORIDA BUILDING CODE (I-11glt Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW DRAWN 9Y1 LARGE MISSILE IMPACT RESISTANT IN GENERAL 21e CFearJ'dction 6EV.8 OESCWPIW6 1 WNW 2 MIN. E.D. SEE NOTE 9/1 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 www.generafmpact.cam EAR IB'.N. No DESCRIPTION G a 4 SEE SCI -EDlAE #2 ONSEET4 1/8" MINIMUM ALL THICKNESS ALUMINUM ALLOY 6063 -T5 0.25" MAX. SEE SCHEDULE #2 CA SHEET 4 HI STEEL IvEIvfR Bf OTHERS CONFORM TO AS.T.M. A-500 A-653 CR A -36 W/ 12 GGGE MINIMUM WALL TF6aNSS. 0.25" MAX. SHIM ONE 12/19/07 DATE 07 - 307 DRAWING No SHEET 5 OF 9 blU.L MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS, SEE SCFEDULE #2 ON SHEET 4 0 W F zzz w e \`1 MIN 0 4D . �m 0 MIN. BEDME E NOTE (BEYOND) a I II\\1, \ \\\\ \\ . \ \\\\\\\\\\\ \t s► 7D OR 4 a .a MIN; EMBEDMENT • SSE NOTE 9/1 as a • 4 4 . 4 ' 4 MIN. 2 "x 4" P.T. WOOD BUCK MIN. EMBEDMENT EE NOTE 9/1 SEE SO-®1E # ON SHEET 4 0.25" MAX. SHIM 0.25" MAX. SHIM ©OR SEE SO-®ULE #1 ONS -E74 OR SCFEDUE ON 9-ET 4 SECTIONS D -D INSTALLATIONS INTO WOOD, POURED CONCRETE, CONCRETE BLOCK OR METAL. SCALE 1/2" = 1" (BEYOND) XTERIOR OR +A) (0 OR 9) OR SEE KI-IEDUE # ON SI-E T 4 MAX. D.L.O. "d" (SEE SCHEDULE #1 ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) OPTIONAL _. —+ _.:= OPTIONAL OR OR s E ON 9-ET 4 MAX. D.L.O. "d (SEE SCHEDULE #1 ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4 (BEYOND) APR 2 1 2009 (BEYOND P.E. S AU8IGNATUREIDATE SEE SQ-ED J.E #1 ON S-EET 4 0 4 U p • see 0 6 MIN. BEDME SEE OTE 9/1 OR SEE S(]-EDU.E #1 CN SHEET 4 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 0.25" MAX. SHIM ® 2007 TILTECO INC. 0.25" MAX. SHIM /Thi INC. \ TILUT TESTING & ENGINEERING COMPANY 8355 N.w. 36th. S.. std 305, VIROww GARDENS. Fl 33168 Phone : (30871 -1530 . Fax : (305)811-1531 e — mall: tilteco®aol.cotn, EB- 0008719 WALTER A. TILLT Jr., P.E. FLORIDA Lic. 44167 REV. NO 1 2 SEE SCEDU.E #2 CN SHIM 4 w LO rn _ZW 2 En 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 IR El IR M I• GENE, S .on DATE 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8685 www.generaRmpact.com REY. N" DESCRIP1IIRI 1" x P.T. 000 BUCK (SEE NOTE 8/1) id) z ° z W #2 �: 9-EET 4 N m SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DUE DRAWN BY: I.A. /F.P./M.C.V. 12/19/07 DATE 07 - 307 DRAWING No SHEET 8 OF 9 z o z 3w r 1 Avis111100111%%%/11 %11j e 06 IA 0 t -1 MN. BEDME E NOTE m 0 OR 01 0 'ID iD MI . EMBEDMENT SEE NOTE 9/1 ID 0 ea, 0 OR 0 g OR SEE S .E #1 ON SEEET 4 OR ILL 9 * ,64s) (De is .1111•1=■1111>■: •.� isuraw J MI \ \►\ \ \\\woosurz,s, •iC * to cc is 4 ' dimimmizon 441 l• IIMINE ilk in 0 Ljoanim. -/ 4 4 d 4 MN. EMBEDMENT SSE NOTE 9/1. a • 4 4 • v 4 4 4 rn t,1U zz w Q c) z i v) MIN. 2 "x 4" P.T. WOOD - BUCK STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. SEE S3-EDU.E �1 #2 ON 9-ET 4 3 �� SEE SCI - CULE #2 ON SHEET 0.25" MAX. SHIM SCALE 1/2" = 1° 0.25" MAX. SHIM Si IJ SE IE ON 9-ET 4 SEE SC7}EALE #1 ON S-ET 4 SECTIONS E -E INSTALLATIONS INTO WOOD. POURED CONCRETE. CONCRETE BLOCK OR METAL. MAX. D.L.O. "b" (SEE SCHEDULE #1 ON SHEET 4) OPTIONAL OR C) OR SEE SCHEDILE #1 GV9 -ET4 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) MAX. D.LO. "b" (SEE SCHEDULE #1 ON SHEET 4) OR (3 OR SEE 9]U.E -E� #1 CN S-EEI 4 I OPTIONAL MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) p.F{ • . :E�. S9: a-EDILE #1 GJ 9-EET 4 0.25° MAX. SHIM 92007 TILTECO INC. 0.25" MAX. SHIM MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) / 1itENc. \ TILLIT TESTING & ENGINEERING COMPANY • 8355 N.N. 38th. St, Ste. 305, VIRGIN% GARDENS, Fl 33188 Phone : (305)871 -1530. Fax : (305)871 -1831 APR 2 1 2009 e-man: tllteco@aol.com EB- 0008719 P.E SEAUSIGNATUREIDATE WAL FLORIDA TILLIT Jr., Nsv. DON SEE SO-ECULE #2 CN SHEET 4 1/B" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPAC SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: 305 558 -8885 GEF.RAL www.genemBmpactcom fe DIM REV. No a 4 1" x P.T. OOD BUCK (SEE NOTE 8/1) o rn w� Z Z w w� smx SO-EIDLIE • SHEET 4 DARE w U) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. DRAWN BY: LA. /F.P. /M.C.V. 12/19/07 DATE 07 - 307 DRAWING No SHEET 7 OF 9 ( ) #8 X 1" PH SMS t 2 (3) #8 X 1 PH SMS CONT. SILICONE CONT. SILICONE CORNER CONNECTION AT FRAME HEAD AND SILL SCALE 1/2" = 1" OR CO4 + FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Apptved as complying wit& the Finn la BukrE s. Date• , . ♦ Ai N9 el. C!'ik[il,, 11l.[WY APR 21 - 288 ---- -- P.E. 8EAUSIGNATURE1DATE ® 2007 1ILTECO INC. IL Eco TILLIT TESTING & ENGINEERING COMPANY 6355 PM. P1 b s (305 87I - -1830 .V .1 33186 Fax e - mail: tDteco®aoLcom EB- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44187 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT M. NO a IMPACT S WINDOWS :rte cso Nrscierrrox W[ NN. N. 3 4 290 WEST 78 ROAD HINFAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8885 www.generatImpact.com DRAWN BY: I.A./F.P. /M.C.V. 12/19/07 DATE 07 - 307 DRAWING No SHEET 8 OF 9 EtY CORNER CONNECTION AT BOTTOM VENT SCALE 3/4" = 1" Af:fE4.'rJJ a? r,._yl; kty, with the F4 r 4t tsF j: `. NN R1il� 101 P.E. SEAUSIGNATUREJDATE 02007 TILTECO INC. /1 TILLIT TESTING & ENGINEERING COMPANY N.W. St.. Ste. 305, VIRGINIA WIRDENS. Fl 331N 305)071 -1530 . Fax : (3050871 -1531 e —metl: tpteco®eol.com EE- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA Lio. 44187 R( ROV. No I narsoarnoa t0rE ONE. N. 3 4 t ) #8 X 1" PH SMS ) #8 X 1" PH SMS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.gerieralimpactcom DRAWN BY I.A./F.P. /M.C.V. 12/19/07 DATE 07 - 307 DRAWING No SHEET 9 OF 9 GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS jia USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMII STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM DESIGN PRESSURE RATINGS FOR THESE WINQOWS SHALL BE AS SHOWN ON SHEET 12 (SCHEDULE #1). MAXIMUM ANCHOR SPACING SHALL BE AS PER SCHEDULE # 2. SHEET 12. 3. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS SERIES 18000 HIGH IMPACT WORIZONTAL SLIDING WINDOW _LARGE MISSILE IMPACT RESISTANT. IS APPROVED FOR AIR AND WATER INFILTRATION. (SEE SCHEDULE # 1 ON SHEET 12). 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411.5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SILL_ AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE. Approved is complying with the Mori. B ... Code Date I . . Z/ ZOO NOA# —o; c;G / Miami Cpl By MIAMI -DADE COUNTY 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'C = 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2". - 1/4"0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 2 THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". - 1/4"0 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT , THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". - 1/4"0-14 -14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT @). (D) TO EXISTING MIN. X" THICK ALUMINUM MULLION (6063 -T5 ALLOY), MIN. EDGE DISTANCE (E.D� = 1/2 ". - 1/4 "0- 14x3 /4 "(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 26 ). (E) TO EXISTING MIN. 12 GAGE (0.106 ") STEEL MEMBER (ASTM A -500, A -653 OR A -36), MIN. EDGE DISTANCE (E.D.) = 1/2". - 1/4 "0- 14x3/4 "(MIN.) TEK SCREW, AS MANUFACTURED BY 1TW BUILDEX, INC. (COMPONENT (j). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.Q. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. P.E SEAUSIGNATURE)DATE @ 2009 TR.TECO INC. MUT TESTING & ENGINEERING COMPANY 6355 N.N. 38th St., St.. 305, 1 OA OARDDIS. Fl 33169 Phene : (308)871 -1530 . Fox : (303)971 -1531 e —mcii: tifteto@col.com EB- 0008719 WALTER A. TILLJT Jr.. P.E. FLORIDA IJc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT IM min WI WI WI NI GENERAL 0 V€ c Giion 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 FAX (305) 558 -6665 www.genemUmp0Ctcom 9E V. KO IltSCRIPTICEI FLORIDA BUILDING CODE (High Velocity Hurricane Zone) EMS 8/21/02 BLV. xo s 4 DRAWN BY IA /LG./M.C.v. 06/23/09 DATE 09-119 DRAWING No SHEET 1 OF 14 0 N m 0 0.278' 0 097 0.365' -0.070' a 0.137 0.346'0.396 2.375" 1.823 0. 0 0.062' 0.050 -- - -0.082 0 C p a .303 0.470 0.086 --i 0.250° 0.082'-- -- 0.938° I 1-4-1.122" REF -- - 1.187° 1.188 10 FRAME HEAD 6063 -T6 ALLOY & TEMPER ® H.D. VENT MEETING STILE • 6063 -T6 ALLOY & TEMPER 11 SILL RISER 6063 -T6 ALLOY & TEMPER 0.276 0.415 R 0 0.09 0.189 0.997 x.188 0.082°r -- 0.321 .148' D.O2" 0.936"-0.612"- 2.375 © VENT LATCH 6063-T5 ALLOY & TEMPER 4" LONG 0.250" 1.126" 0.062 0.190= -- 0,265° 0.637 0.295 _J ® FRAME SILL, 6063 -T6 ALLOY & TEMPER ® ALUM. INSERT BAR FOR (6) 6063 -T6 ALLOY & TEMPER • N Approved al complying with the Florida Butldtu^ Co Date OD NOM Vi.: . r ✓. O 3 Miami Control MIAMI -DADE COUNTY 03 FRAME JAMB 6063 -T6 ALLOY & TEMPER 70 TOP AND • BOTTOM RAIL 6063 -T6 ALLOY & TEMPER SCALE 3/4 " =1" COMPONENTS O p 0.128 .082 .156" 0.081 �^ 03 O P 1. SEAUSIGNATURE/DATE 0.250' 2.125' O. 1.187' rsrr � ° �A94 t 0.39 0 =--- - 0.719" 1.281 2.000 ® JAMB STILE 6063 -T6 ALLOY & TEMPER :F, 0.050° -- ® 2009 TILTECO INC. -- 0.659 " - 0 185 / 1 1 . 1M 1 F6 ".111.1.... INC. \ TIWT TESTING & ENGINEERING COMPANY 8355 KW. 38th. St., Ste. 305, VIRGINIA GARDENS, Fl 33168 Phone : (305)871 - 1530 . Fox : (3051 e - matl: t8tecotGaol.com E8- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lie. 44167 0.376" 0.686' --- 0.125" - 1.187° -0.813• GLAZING BEAD FOR 7/16" GLASS 6063 -T6 ALLOY & TEMPER NEV. NO 1 2 0 0 0 -- 0.094 O at 0 0 0 in ® COLONIAL MUNTIN 05 FIXED MEETING STILE 6063 -T6 ALLOY & TEMPER 6063 -T6 ALLOY & TEMPER VOINOCWS 4Tre Carer.S'oiatwsc OF�IMt1 SAte GENERAL 9/21 ALUM. INSERT BAR FOR® 6063 -T6 ALLOY & TEMPER 10 SILL TRACK INSERT 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX (305) 558 -6665. www.generalimpact.com Inv. Na 3 4 0284@mN GATE DRAWN 8Y: IA. /LG. /M.C.V. 06/23/09 DATE 09 -119 DRAWING Na SHEET 2 OF 14 ITEM QUANTITY DESCRIPTION MATERIAL 1 1 FRAME HEAD 6063 —T6 2 1 FRAME SILL 6063 —T6 3 2 FRAME JAMB 6063 —T6 4 COLONIAL MUNTIN (OPTIONAL) 6063 —T6 5 1/ VENT FIXED MEETING STILE 6063 —T6 5A 1/ BAR ALUMINUM BAR INSERT FOR 0 6063 —T6 6 1/ VENT H.D. VENT MEETING STILE 6063 —T6 6A 1/ BAR ALUMINUM BAR INSERT FOR © 6063 —T6 7 2/ VENT TOP AND BOTTOM RAIL 6063 —T6 8 1/ VENT JAMB STILE 6063 —T6 9A AS REQD. GLAZING BEAD FOR 7/16 GLASS 6063 —T6 10 1 SILL TRACK INSERT 6063 —T6 11 AS REQD. SILL RISER 6063 —T6 12 2/ VENT VENT LATCH AT 9 1/2 FROM ENDS, 3" LONG 6063 —T6 13 1/ LATCH VENT LATCH SPRING ST. STEEL 14 - BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" 0.C. (MAX.), AT MID —GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SIUCONE 15 AS REQD. FRAME/VENT ASSEMBLY SCREWS, #8 x 1" P.H. SMS, CRS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO Q, #8 x 3 1/2" P.H. SMS, CRS -- 17 AS REQD. VENT & FIX. RAIL W'STRIPPING, AMESBURY OR EQUIV. -- 18 AS REQD. FRAME W'STRIPPING, AMESBURY OR EQUIV. -- 19 2 BAFFLE, M & M PLASTICS -- 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2" F.H. SMS -- 21 AS REQD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS /ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4 "e TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, 1/4 "e —14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 29A 7/16" NOMINAL (0.444 OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090 INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.!. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.02 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS 29B 7/16 NOMINAL (0.444 OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM SENTRYGLAS PLUS, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.03 + (1) 3/16 HEAT STRENGTHENED GLASS. LAMINATED GLASS 30 (1) EACH WEEP HOLE 1 ° x1 "x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 1 OPPI, BY FRANK LOWE RUBBER & GASKET CO. FILTER FOAM BILL OF MATERIALS Approved al complying with Eke Ficri :3• Code I?ac• • - 20 ©9 N��s ✓".� 1 / 0 3 Mi 41 :: , t':oe ontrol Div' melle • By MIAMI -DADE COUNTY GLAZING DETAIL FOR P.E. SEAL/SIGNATURE/DATE SCALE 3/4" = 1" @ 2009 TILTECO INC. /1 TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St.. Ste. 305, VIRCOM GARDENS, Fl 33166 Phan. : (305)871 - 1530 . Fax : (309)871 - 1831 e — mail: tiiteco@aol.eom E8- 0008719 WALTER A. TILLIT Jr., P.E. FLORIDA Lie. 44167 MIS M 1111 II NI III GENERAL = ASS EEV. NO oFSai>F'1DA1 DATE GENERAL 2 NAY. Na 3 GLAZING DETAIL FOR SCALE 3/4" = 1 " FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SIDING WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.generalimpaet.com DRAWN BY: 06/23/09 DATE 09-119 DRAWING No DATE SHEET 3 OF 14 D/ 0 C/8 t V �i C w x wt * (SEE SCHEDULE #1 ON SHEET 12) 5° MAX. 5° MAX. A/6 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"=1' —0 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) (SEE SCHEDULE #1 ON SHEET 12) - SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2. ON SHEET 12 w2 (3) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN B/7 Approved as complying with the Florida : Code Date • o • ! NOM �+�'a — Miami L ; DiL • BY Fsaduct Control MIAMI -DADE COUNTY A/6 wt * (SEE SCHEDULE #1 ON SHEET 12) -127.0) P.E. SEAUSIGNATURE/DATE J5" 5 MAX. 1 D/9 C/8 @ 2009 TILTECO INC. or (2bl AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) / 1itIiZZ. \ TIWT TESTING a ENGINEERING COMPANY 6355 N.w. 36th. St. Ste. 305. MAU GARDH/S. Fl 33166 Plans : (305)871 -1630 . Fax : (356)871 -1531 e — tnaii: tiltecoGlaoi.com EE- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lie. 44167 * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDfTIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. IMPACT GLASS & WINDOWS Clnarsoaubbn WY. NO OBI GENERAL. 9/21/00 3 2 4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT OA15 IEY. Na 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6885 www.genaraltmpact.com 56011141014 DRAWN BY: 06/23/09 DATE 09 -119 DRAWING No O415 SHEET 4 OF 14 n n ° a ° MAX. D.LO. (WIDTH) - I II ° e ° MAX. D.L.O. (WIDTH) I I II • ° a ° MAX. D.LO. (WIDTH) (SEE SCHEDULE #1 ON SHEET 12) 29 OR 29: (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE #1 ON SHEET 29 OR 29: (SEE SCHEDULE ON SHEET 12) 12) (SEE SCHEDULE #1 ON SHEET 12) 29 OR 29 (SEE SCHEDULE ON SHEET 12) FULL HEIGHT r L '� - J y .8 �� 2: 5 4 II II x INDICATES REINFORCEMENT _z i * J 1 x c m , I, a _ w II / II 0 INDICATES REINFORCEMENT FULL HEIGHT vo • !i S N a �� t II X D/ 0 C/8 t V �i C w x wt * (SEE SCHEDULE #1 ON SHEET 12) 5° MAX. 5° MAX. A/6 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"=1' —0 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) (SEE SCHEDULE #1 ON SHEET 12) - SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2. ON SHEET 12 w2 (3) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN B/7 Approved as complying with the Florida : Code Date • o • ! NOM �+�'a — Miami L ; DiL • BY Fsaduct Control MIAMI -DADE COUNTY A/6 wt * (SEE SCHEDULE #1 ON SHEET 12) -127.0) P.E. SEAUSIGNATURE/DATE J5" 5 MAX. 1 D/9 C/8 @ 2009 TILTECO INC. or (2bl AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) / 1itIiZZ. \ TIWT TESTING a ENGINEERING COMPANY 6355 N.w. 36th. St. Ste. 305. MAU GARDH/S. Fl 33166 Plans : (305)871 -1630 . Fax : (356)871 -1531 e — tnaii: tiltecoGlaoi.com EE- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lie. 44167 * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDfTIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. IMPACT GLASS & WINDOWS Clnarsoaubbn WY. NO OBI GENERAL. 9/21/00 3 2 4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT OA15 IEY. Na 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6885 www.genaraltmpact.com 56011141014 DRAWN BY: 06/23/09 DATE 09 -119 DRAWING No O415 SHEET 4 OF 14 to tn U W 2 F/11 E/1 0 V • ONLY PERABLE PANEL (1YP.) N i 5" MAX 5° MAX. "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1' -0 (SEE SCHEDULE #1 ON SHEET 12) ° a ° MAX D.LO. (WIDTH) (SEE SCHEDULE #1 ON SHEET 12) w1 * 1R6 2 9B (SEE SCHEDULE ON SHEET 12) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A/6 I INDICATES FULL HEIGHT REINFORCEMENT (TYP.) (2) 1 3/4 ° x1/4 ° HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN Approved as complying with the FloridaB :;, '�T Code Date .� Q 1 ?009 NOM ••�. '7� 3 Mi ri ` - -. Product Control By MIAMI -DADE COUNTY o a 8 -, — SEE DETAILS 1 & 2 A/61 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 29Ar OR 29B (SEE SCHEDULE ON SHEET 12) 0 w2 * B/7 (SEE SCHEDULE #1 ON SHEET 12) ° c ° MAX. D.LO. (WIDTH) (SEE SCHEDULE #1 ON SHEET 12) --‘7'7/07 P,E SEAUSIGNATUREIDATE F/11 r 0 2009 TILTECO INC. SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE /1 itIiNC.\ TIWT TESTING & ENGINEERING COMPANY 8.386 N.W. 36th. St., Stu 305, MINA GARDENS, Fl 33168 Phcr» : (305)871 -1830 . F. (305)671 -1531 e —mail: tilteco®ool.com E8- 0006719 WALTER A. TIUJT Jr., P.E. FLORIDA Uc. 44167 GE1 T ?T6 �' irjt w 'OFJlpeOIt FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalImpact.com DRAWN BY: 06/23/09 DATE 09-119 DRAWING No SHEET 5 OF 14 8 W = = U U CO ,n w w La In v F d C, d w i g 8 11 m EXISTING STRUCTURE 2 "x P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE SEE SCHEDULE #2 ON SHEET 12 SEE NOTE 9/1) (SEE E. TTE 9/1) , �' 3/8" WEEP NOTCH AT ENDS t l�Ii %14 © ° in = f MIN. 1 1"" SEE SCHEDULE #2 ON SHEET 12 E.D. E.D. — '(SEE NOTE 9/1) -- (SEE NOTE 9/1) SECTION A —A (TO WOOD) SCALE: 1/2"=1" '///////// /� /, 2 "x P.T. WOOD BUCK SEE NOTE 8/1 2 LC) If) N * SEE SCHEDULE #1 ON SHEET 12 1 "x P.T. WOOD BUCK SEE NOTE 8/1 MIN. 1 "x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REVD. POURED CONCRETE OR CONCRETE BLOCK REVD SEE SCHEDULE #2 E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION A —A (TO POURED CONCRETE OR CONCRETE BLOCK). SCALE: 1/2 " =1" Approved as complying with the Florida FP • ; Code L':o 0 WiiLvS 1'r Product By III ii) I $fr Ii II 1 1 �y: /1! 'v r ` me an il� aC r � ;Fi OD , 3/ WEEP NOTCH ATg DS o N y O MIAMI -DADE COUNTY SEE SCHEDULE #2 ON SHEET 12 6 - I— ZZ P.E. SEAUSIGNATURE/DATE 2 Li z 5 v w E.D. 2Z w � � v r SEE SCHEDULE #2 ON SHEET 12 (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E.O. (SEE NOTE 9/1T' 411 coo SECTION A —A (TO ALUMINUM MUWON) SCALE: 1/2 " =1" SECTION A —A (TO STEEL MEMBER) SCALE: 1/2 " =1" ® ZOOS TILTECO WC. IL INC. TILLIT TESTING dc ENGINEERING COMPANY 9355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS. Fl 33168 Phone : (305)871-1530 . Fax: (305)871 -1531 e—mc8: tilteco@ael.com ER- 0006719 WALTER A. 11LUT Jr., P.E. FLORIDA Uc. 44167 REV. tm DES - 1/8" MINIMUM WALL THICKNESS J � E.D. (SEE NOTE 9/1) [_ SEE SCHEDULE #2 STEEL MEMBER BY OTHERS SHALL ON SHEET 12 CONFORM TO A.S.T.M. A -500 A -853 OR A -36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. . N tn d g % Ve c soon FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DATE 13/31 /OS MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) ALUMINUM ALLOY 6063 —T5 REV. 290 WEST 75 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generallmpact.com 3 DRAWN BY: I.A./L0. /M.C.V. 06/23/09 DATE 09 -119 DRAWING No SHEET 6 OF 14 EXISTING (SEE NOTE D. 9/1) (SEE NOTE 9/1) STRUCTURE MIN. 2 P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE SEE SCHEDULE #2 ON SHEET 12 f „ . ... - gl; 1 [ j1�� All 3/8 WEEP NOTCH " ENDS I ��Ii ,;7t .. ; = n vi % " 166.1°--- N lap- id"' AI% 0 / / //// // / ///// // E.D. E.D. SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B -B (TO WOOD) SCALE: 1/2 " =1 t � 2 "x P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 * SEE SCHEDULE #1 ON SHEET 12 POURED CONCRETE OR CONCRETE BLOCK REQ'D 1"x P.T. WOOD BUCK SEE NOTE 8/1 MIN. 1 P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. ® SEE SCHEDULE ; -2 E.D. E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B -B (TO POURED CONCRETE OR CONCRETE BLOCK) SCALE: 1/2 ° =1" Approved ts complying with the Florida Ou'Gira_ Code DateCG NO..A4 Mum: By MIAMI -DADE COUNTY SEE SCHEDULE #2 ON SHEET 12 MIN. EMBEDMENT (SEE NOTE 9/1) P.E. SEAUSIGNATURE/DATE MIN.EMBEDMENT MIN.EMBEDMENT (SEE NOTE 9/1) 11 (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) II SECTION B -B (TO ALUMINUM MULLION) SCALE: 1/2 ° =1" If E.D. II ii SECTION B -B (TO STEEL MEMBER) SCALE: 1/2 ° =1° ©2009 TILTECO INC. /1 F[EiZNC .\ TILI.IT TESTING & ENGINEERING COMPANY 8355 14.9. 36th. Ste . VIRGINIA ENS. Fl ;3186 e —mail: tltteco»aoi.com EH 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lid. 44167 q SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9/1) �ll ED. MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 (SEE NOTE 9/1 (SEE NOTE 9/1) hi SEE SCHEDULE #2 I STEEL MEMBER BY OTHERS SHALL ON SHEET 12 I ,r TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106 MINIMUM WALL THICKNESS. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW IARGE MISSILE IMPACT RESISTANT REV. No GENERAL G' eC?earSoXtron DESCRIPTION MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) oaN Sf21/os 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalimpoct.com REV. N. 3 DRAWN BY: 06/23/09 DATE 09 -119 DRAWING No SHEET 7 OF 14 Ak 4 .171,1 Ii14111,111 MIN. BDMEN NOTE 9 ©-.�i Q MMIWZILM rifit4Sh■ el ANN 711111 : `W / ttI A ti isi,„,,,...., ii ..„7„,,,„_, isrA fir / lEiroZMI 1 . MN.: EMBEDMENT SEE OTE 9/1 — __, ii MillEINE , US EN= Imil ma" 1:- _ I . ..., vim, di ° a ° MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) ° a ° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) wt* (SEE NOTE ON SHEET 4) E.D. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) 2'x P.T. WOOD BUCK (SEE NOTE 8/1) SILLL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. ® SEE SCHEDULE #2 ON SHEET 12. SEE SCHEDULE #2 ON SHEET 12. 025° MAX. SHIM it 0 MillilliWi NM J / � �:�1 iLT��ri E.Q. E.Q. J isli1:4'... IRA �© "r F1 MI NI i 'v ►y� SE ©� 1 L "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) 4 "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) E.Q. ° a ° MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. n (SEE NOTE 9/1) !1 } 0.25 MAX. SHIM * SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS C -C (XOX) Ay pTovod as complying with the Florida �B - " , = Code ,C NOA I . =II'/�. / r 3 Kura! Dit.o Fr " ° Control Disijoani By /'- MIAMI -DADE COUNTY SCALE 1/2" = 1" V"' P.E SEAUSIGNATUREIDATE 652009 rnTECO INC. / ThiENC. \ TILUT TESTING & ENGINEERING COMPANY 6356 NM. ( St.. ta-'1S,. VIRGINIA � .R 33166 Phone 3 e—mall: tIlteco@aol.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 BEY. NO 1 2 0.25 MAX. HIM 0.25 MAX. SHIM GENERAL ue2 ACT Q Arw4 8 WINDO 2T is C arSo tan DESCRIPTOR DAIS BEY. Na GENERA. 9/21/06 a t 1" x R.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 I I E.D. I I (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone) SERIES 16000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 - 8103 FAX: (305) 558 -6665 www.generalimpact.com DESCRIPTION SEE SCHEDULE #2 ON SHEET 12. DAZE DRAWN BY: IA/LG. /M.C.V. 06/23/09 DATE 09-119 DRAWING No SHEET 8 OF 14 .r ir,.11 Mt MIN. BEDM SEE NOTE 9 "a" MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) w 1* (SEE NOTE ON SHEET 4) "c" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) St�t a wa aal � ��i W3u a E Q ©* v0► U c .: .....r I/MN r "a" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MIN:, EP4 EDMENT ( SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106 MINIMUM WALL THICKNESS. CO SEE SCHEDULE #2 ON SHEET 12. SEE SCHEDULE #2 ON SHEET 16. 0.25" AX. SHIM 0.25 MAX. SHIM t - ti--- L-lag NI Ilr ©.3 EQ. E.Q. O t/ vim vi► 4 41- , vim► U %1i�� MEM rT "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) "c MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) .oil 0 ►vim ? , � „ �3► w�� c 1� � 4�/1 1 ... 7 E.Q. "a” MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 11 * SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR SECTIONS D —D (XOX) Approved s complying with the Florida BuiLf _ Code MCC : y - -. 21, ,+ 1P NO r Mc: D Pr ,itlr "'ontrol 3 Div; By MIAMI-DADE COUNTY SCALE 1/2 = 1" 4/7' P.E SEAUSIGNATURE/DATE @ 2009 TILTECO INC. w1* (SEE NOTE ON SHEET 4) /1itZNC.\ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St, Ste. 305, VIRGINIA GARDENS, Fl 33188 Phone : (305)871-1530 . Fax : (305)871 -1531 e —mafl: tilteco@aoLcom EB- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WiNDOW DRAWN BY LARGE MISSILE IMPACT RESISTANT GENE RAI 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX (305) 558 -6665 www.generaflrnpact.com RV. Ns 0.25 0.25" MAX. SHIM c¢sa18naN GENERAL SH M FLORIDA BUILDING CODE (High Velocity Hurricane Zane) mUE 5/21/08 NEV. No a t 1 x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 E.O. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.O. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. OATH 06/23/09 DATE 09 -119 DRAWING No SHEET 9 OF 14 ED. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.1061 MINIMUM WALL THICKNESS. ED. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) \WA11! Wsv /hiss,»; r-1 /111 0.25 MIWINIK i��� , or 7: , ..... , ill I . 11111 isia„„„, tit rtA ------- - . 3 " a_.... _,.......,..,1,........141(CLAIIIME Milril[lnilitt 't wykt IIWAIL1111 I L-1-4 VAIIIIIE. wAM F1-..--.-A,1_.1 1111_, _ ..-- , 110 0 lb Mill E �� ---- EMBEDMENT ,_._,M AI, I, cz,.∎ IN I s (SEE NOTE 9/1) ' 0 EQ. E.Q. y ■ 4'a �' Nr a IP ° c ° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 ° a ° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) wl* (SEE NOTE ON SHEET 5) w1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) ° a ° MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) EXTERT6P) EXTERIOR MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) SECTIONS E -E XO Approved as complying with the Florida Ti '? Code Date 11 . so NOA# 10 _ ° 45 Mit' ri Centro/ By w2* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) 0.25° 0.25 MAX. SHIM ® 2009 TILTECO INC. TILUT TESTING # ENGINEERING COMPANY esss N.W. re 0871 -18'0 .Fu VIRGINIA (� 771 53,88 1 - 183 e -mail: tilteco®aol.com E8- 0006719 WALTER A. 71LUT Jr., P.E. FLORIDA Lim 44167 1 ° x P.T. WOOD BUCK (SEE NOTE 8/1) ED. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) —3 ED. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT SEE SCHEDULE #2 ON SHEET 12. SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN BY: I.A. /LG./M.C.V. 06/23/09 09 -119 DRAWING No SHEET 10 OF 14 11/01/13r; I\ ,l.T0LWitMS lv \t b . .d MIN. •'. . M4BEDMEMf (SEE NOTE 9/1) MIN. BEDM SEE NOTE 9 E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E D. (SEE NOTE 9/1) 2 ° x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A-36 W/ 12 GAGE (0.106' MINIMUM WALL THICKNESS. © SEE SCHEDULE ON SHEET 12. E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) 0.25° MAX. SHIM 0.25° SH M w1* *SEE SCHEDULE #1 ON SHEET 12 "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEEP 12) (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) "a" MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) 1•1111A1 raw= • w1* (SEE NOTE ON SHEET 5) ° a ° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) OR ( 23 0* "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) SECTIONS F -F (XO) Approved m complying with the Florida s. Iae. f ode 1 &'o I►Bi a a; Product Control D By MIAMI -DADE COUNTY EXTERIOR SCALE 1/2 = 1" P.E SEAL/SIGNATUREIDATE 0.25" MAX. SHIM 0.25" MAX. SHIM CO 2009 TILTECO INC. /ThiZINC.\ TILLIT TESTING & ENGINEE119NG COMPANY 8355 N.W. 33188 Phone 3 8 (. St.. St a. 301 . IRON t . Fl e —mail: tflteco®aol.com EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA llc. 44167 1 x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK WALL REVD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8 MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 I (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 23v. NO 2 N FERAL / e CYea sSo�bsc Dr NON DATE 8/21/08 SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hunicane Zone) 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558-6865 www.generaIlmpactcom NEV. Na 3 4 UTE DRAWN 9Y: I.A. /LG. /M.0.V. 06/23/09 DATE 09 -119 DRAWING No SHEET 11 OF 14 (XOX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX OPERABLE (X) WINDOW WIDTH w1 MAX FIXED (0) WINDOW WIDTH w2 MAX. OPERABLE (X) D.L.O. WIDTH "a" MAX FIXED (0) D.L.O. WIDTH "c" MAX OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT "b" REQ'D GLASS TYPE I +100, -130 psf. +15 psf. 111 118" 63 1/4" 37 1/16" 37" 33 1/2" 331/2" 58 1/4" 29B II +100, -130 psf. +15 psf. 111 1/8" 63 1/4" 28 1/16° 55" 24 3/4" 51" 56 1/4" 29B III +90, -100 psf. +13.5 psf. 111 1/8" 741 /4" 37 1116" 37" 33 1/2" 331 /2" 671 /4" 29A IV +90, -100 psf. +13.5 psf. 111 1/8" 74 1/4" 28 1/18" 55" 24 3/4" 51" 67 1/4" 29A V +100, -150 psf. +15 psf. 96 1/4" 63 1/4" 32 1/8" 32" 28 3/8" 28 3/8" 561/4" 29B SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (PSF) HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (E NDTE ETA & gg /1) 1/4 "0 ITt5.,BUILDIX TAPCON 25 80 or less 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 80 u to 100 p 7 1/4" O.C. 7 1/4 O.G. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 5 1/2" O.C. 5 1/2 O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 4 3/4" O.C. 4 3/4" O.C. SEE DETAIL 2 (6 ANCHORS) METAL PVT E h) 1/4" —144 fl BUILDEX ® 80 or less 9" O.C. 9" 0.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" 0.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2" O.C. 7 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6 5/8" O.C. 6 5/8" 0.C. SEE DETAIL 2 (6 ANCHORS) WOOD (SEE ME 1) 1/4 "0 -14 ITVUILDEX TEK SCREW 80 or less 9" O.C. 9" O.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" 0.C. 9" 0.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 P 7" O.C. 7" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6" O.C. 6" 0.C. SEE DETAIL 2 (6 ANCHORS) (XO) OR (OX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX. OPERABLE (X) WINDOW WIDTH w1 MAX. FIXED (0) WINDOW WIDTH 112 MAX. OPERABLE (X) D.L.O. WIDTH "a" MAX FIXED (0) D.L.O. WIDTH "c" MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT "b" REQ'D GLASS TYPE I +100, -150 psf. +15 psf. 74 1/4" 56 1/4" 3718" 371/8° 33 9/16° 33 9116" 49 1/4" 29B II +100, -130 psf. +15 psf. 74 1/4" 63 1/4" 3718" 37 1/8" 33 9/16" 33 9/167 1/2" O.C. 56 1/4" 29B III +90, -100 psf. +13.5 psf. 74 1/4° 74 1/4" 3718° 3718" 33 9/16° 33 9/16" 67 1/4" 29A iv +100, -150 psf. +15 psf. 60 1/4" 60 1/4" 30 1/8" 30 1/8" 26 9/16" 28 9/16" 53 1/4" 29B HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 MAXIMUM ANCHOR SPACING "S" - SCHEDULE #2 Approved 8.M° Fl Code No.. - Muni ►:�;.' Product Control" Davi By MIAMI -DADE COUNTY MEETING STILE AS APPUCABLE " DETAIL 1 AT HEAD & SILL 4 ANCHORS rt P.E SEAUSIGNATUREJDATE W2009 TILTEC6 INC. FRAME HEAD /SILL /1 irEINC.\ TILT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 308. VIRGINIA GARDENS, El 33186 Phone : (305)871 -1530. Fax : (305)871 -1531 e —mail: t:Ttecaeaol.eom EB- 0006719 WALTER A. MLR Jr.. P.E. FLORIDA Lic. 44167 DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT I.A./LG ✓m. 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 RAJ L., . www.generolimpactcom CL NEV. NO 1 DESCRIPTION GENERAL DATE 9/21/GE NEV. No 3 4 DAZE 06/23/09 DATE 09 -119 DRAWING No SHEET 12 OF 14 / NOTCH CONT. / (TYP.) ALL AROUND/ NOTCH (TYP.) NOTCH (TYP.) ) #8 x 1" P.H SMS SEALED W/ Approved as complying with the Florida Du 1 ; Code � Date O. I CY NOA # Miarut .• ,. a Prods Control Di By MIAMI -DADE COUNTY (2) #8 x 1" P.H SMS SEALED WI NOTCH (TYP.) ) #8 x 3 1/2" P. SMS SEALED W/ 27 ®2009 TILTECO INC. CONT. ALL AROUND /1 i1iJ NC .\ TIL UT TESTING & ENGINEERING COMPANY 83118 N.W. t . St., Ot e 30 , . F 4IRWMA GARDENS, 1 fl 33108 Phone e —mail: tilteco®aol.com EB- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Lic. 44187 CORNER CONNECTION AT HEAD /SILL & FIXED SASH SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT I.A. / LO. 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8555 www.generalimpactcom REV. NO GENERAL SCALE: 1 /2 "= 1" DATE 0 /21/09 (2) #8 x 1" P.H. SMS SEALED W/ (3) #8 x 1" P.H SMS SEALED W/ 27 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) REV. No a 4 DEICRIPDON DATE 08/23/09 DATE 09 -119 DRAWING No SHEET 13 OF 14 NOTCH (TYP.) CONT. ALL AROUND (2) #8 x 1" P.H. SMS SEALED W/ CONT. ALL AROUND .0 Colima Approved as somplymg with tip Fioridra Buil °' Code p Date �, (0, Div' By MIAMI -DADE COUNTY CORNER CONNECTION AT VENT '/z / P.E. SEAUSIGNATUREIDATE ( ( ) #8 x 1" P.H. SMS SEALED W/ 27 SCALE: 1 /2 "= 1 " ) #8 x 1" P.H SMS SEALED W/ ®2009 TILTECO INC. RTC /1 ifliNC. \ 'MUT TESTING & ENGINEERING COMPANY 8355 14N. 36th. .S'e. 305, .VIRGI IA GA D R 33168 Fax Phone e — mail: 8lteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. 44187 (2) #8 x 1" P.H. SMS SEALED W/ 27 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT SR IR rim R . _ ESVE WIN 7N.s ClaarSo6. tio.i REV. ND DESCRIPTION DATE 1 GENERAL 9/21/09 R FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305 558 -6865 www.general mpactcom REV. No 4 DESCRIPTION DATE DRAWN BY: I.A. /L.G. 06/23/09 DATE 09 -119 DRAWING No SHEET 14 OF 14 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.gov/buildingcode NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "20000 High Impact" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 07 - 307, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant ", sheets 1 through 9 of 9, dated 12/19/07, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0319.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -307, Sheets 1 through 9 of 9, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant", dated 12/19/07, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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 aluminum single hung window with 5/16" and 7/16" HS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -5807, dated 01/21/09, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 03/17/09, signed and sealed by Walter A. Tillit, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 2, 2009, signed and sealed by Walter A. Tillit, P.E. 2. Statement letter of no financial interest, dated March 2, 2009, signed and sealed by Walter A. Tillit, P.E. G. OTHER 1. None. E -1 Manuel Per Product Control ' :: 1 1 ' er NOA No. 09- ' 19.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Division (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000" Aluminum Horizontal Sliding Window — L.M.L • APPROVAL DOCUMENT: Drawing No. 09 - 119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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 Jaime D. Gascon, P. E. ocr C MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Rov/buildinecode NOA No. 09-0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant ", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -- 5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09/22/09 by Walter A. Tillit, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. 2. Statement letter of no financial interest by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. E -1 C2/ 6 Jaime D. Gascon, P.�. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gonzalez, P. E. G. OTHERS 1. None E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009