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WS-10-1571*\\C -C4-11* Miami Shores Village Building Department BUILDING Permit No.SX S I iV —161 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ' / OWNER: Name (Fee Simple Titleholder): 6 aifc L. (-1-a 1 A. �° Phone #: S) u Address: 40 N q4 Cit gt'QrV) 1 Slug f' 5 _ State: r I Zip: .33/(01 Tenant/Lessee Name: _ Phone #: Email: Contact Phone #: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Email Address: B �a � , fix SEP (. JOB ADDRESS: 410 4, qz/ • 1 City: Miami Shores County: Miami Dade Zip: '' 3 / Folio/Parcel #: / i" 3 2j9i, -ow.- (.3 6© Is the Building Historically Designated: Yes NO Flood Zone: (3.s -): 60/3 CONTRACTOR: Company Name: V b Q I 6 4.0 CV .tit) e, Phone #: Address: L"/`7 C-0 /ri', IS f eS \ Dr ,+ V 1' City: 1 a A ,L4 State: F 1 Qualifier Name: Ube? lab 6/q 0 State Certification or Registration #: C G C. 0 97 2M Certificate of Competency #: Zip: 3 0 Ce3 Phone #: DESIGNER: Architect/Engineer: L/ 1 C , 4-e craft) CO Phone #: PG 2g31 Value of Work for this Permit: $ Square/Linear Footage of Work:,6l° q 5 F (/3 ' ec1��w s ) 1�� 0 q g Type of Work: Address ❑Alteration Description of Work: �U io rto it) 5 (>3 GtnNcIa s COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ �dr • Permit Fee $ tom/ ^J � CCF $ CO /CC $ Scanning Fee $ • Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ❑New ❑Repair - eplace ❑Demolition TOTAL FEE NOW DUE $O , 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 properly 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 ) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and r irgsp fi ction fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of #e-ari , 20 'O,-by Ch-/ sl . a I i e, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Ile via A rev -')O' atsZI ee ,,,��.� o , �� e Patricia del Carmen Arevalo o' 1 cCommission #DD600790 V 7P0 Expires; OCT, 01, 2010 My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before mee thisi(� 06c) day of 4(J 20 /0 , by ' who is perso known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: f c »C) a /ems Arr,l/ o0` p e aeee Patricia del Car en Arevalo My Commission Expires=: ' i '? °a ommissi ©n #DD600790 E �' �.•°tl Expires: OCT. 01, 2010 ®�'ee °F t��' AAA ONNOTARYcom •, F WW * **** * * * * *** *,ta*** *** * * ** * *,ti �i4��r * *,r *" ;r,4 ******** �1 * ;** **** *** * * * * * ** * *** * * ** ***** t,t,t ,r *,t,t * * *,t,t i,rWa�ir *fir * ,t *+r,t ** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3 /15 /09Xrev6 /4/10) Plans Examiner Structural Review Zoning Clerk Inspection Number: INSP - 150703 Permit Number: WS -9 -10 -1571 Scheduled Inspection Date: October 07, 2010 Inspector: Bruhn, Norman Owner: HAILE, GREGORY & CHAE Job Address: 410 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: UBALDO BLANCO Building Department Comments Paeeetld' jO n _ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments REPLACE EXISTING WINDOWS BY IMPACT GLASS WINDOWS 15 WINDOWS October 06, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140360 Phone: (305)219 -5717 Page 11 of 31 ' 1 V10110 l 'L Interest in property: Name and address of fee simple titleholder NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 1:7(p.-(2/4 -1%O STATE OF Fl 1 HEREBY CERTIF original filed in STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made t property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. BY 1. Legal description of ` prope nd reed dress l 410 N C j- , l. netmr S, rf� Sec 2. Description of improvement: 3. Owner(s) name and address: 4. Contractor's,q emi ad &s : in ove 4J 1 10 Idiu S��es h fiP g F 5. Surety: (Payment bond required by owner from contractor, if any) Name 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: 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) I it" S igrtiature of Owner Print Owner's Name e j*1 a!? J• /1c le Swom to and su : ribed before me this 0 2 day of Notary Public. diir _ _ .i / e 1. Print Notary's = me: % f T ar �7 • My commission expires: - Al ' ? '.,�i.7,'{rP . , , „ , .I„ r _N ;; ;; i4 Commission #DD600790 ''' ��; Expires: OCT. 01, 2010 ' e S AW - WWW,14MoNNgTAnY f A le / i - 7 Prepared by et 4 C.• J� �l ).e 20 /t 111111111111111111111111111111111111111111111 :FM 201$ aR0613548 R ik 27416 Fs 0531► Ups RECORDED 09/10/2010 10 :09 :48 HARVEY RUVIltr CLERK OF COURT 11IAt1I -DACE COUNTY, FLORIDA LAST PAGE DA, COUNTY OF E that this 1 of the A D 20_ ' i cis/ Seal K, of ChC // Address: AI CORD ,� CERTIFICATE OF LIABILITY INS I�A�MCF 81 /2o 0 I TR A PRODUCER FONTAINEBLEAU INSURANCE CONSULTANTS 8260 W FLAGLER ST #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 INSUREO UBALDO BLANCO GC, INC 437 GOLDEN ISLES DR # 8F HALLANDALE BEACH, FL 33009 I . LIMITS EACH OCCURRENCE INSURER A: AMERICAN SAFETY INDEMNITY COMPANY INSURERS: INSURER C: INSURER 0: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. � NOTWITHSTANDING MAY BE ISSUED OR OF SUCH $ 1 000,000 I TR A GENERAL TYPE OF INSURANCE LIABILITY COMMERCIAL GENERAL LIABILITY POLICY NUMBER 20100030009 ppYK � /p�IyY) IMAM 03/09/2010 p��[ ' ]Sp y` /�� 03/09/2011 . LIMITS EACH OCCURRENCE X FIRE DAMAGE (Any one Ire) $ 100, I CLAIMS MADE )( OCCUR MED EXP (My one parson) $ 5,000 PERSONAL & ADV INJURY $ 1.000.000 GENERAL AGGREGATE $ 2,000,000 GENT- AGGREGATE LIMIT APPLIES PER POLICY n !Nei n LOC PROOUCTS - COMP/OP AGO $ 2,000,000 7 AUTOMOBILE LIABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIREO AUTOS NON - OWNED AUTOS COMBINED SINGLE LIMIT (En acclden() — BODILY INJURY (Par person) — _ BODILY INJURY per =Mane _ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ALTO ONLY: AGG $ EXCESS LIABILITY CLAIMS MADE EACH OCCURRENCE $ D OCCUR AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMFLOYERS' LIABILITY 0 { !MINA 1 I E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L, DISEASE - POLICY LIMIT $ OTHER COVERAGES Received: •AEG- 30-2010 MON 09 19 PM FOUNTAINEBLEAU INS. FAX No. 3052276281 DESCRIPTION OF OPEPATIONSSLOCATIONSNEHICLES /EXCLUSIONS ADDEO SY ENDORSEMBNT1SPECIAL PROVISIONS CERTIFICATE HOLDER I X ADDITIONAL INSURED: INSURER LETTER: CANCELLATION 4CORD 25 -S (7/97) MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLOER NAMED TO THE LEFT, BIB FAILURE TO DO 80 SHALL IMPOSE NO OBLIGATION OR LIABILITY 9Fi�NX KING JI'ON HE NSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATI Rug 31 2010 09:32am P.001 CORPORATION 1988 MIAMI' COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 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 Cpntroj Divisieg,ttige 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 thc'Ftc3'tda BuildtiigCode, including the High Velocity Hurricane Zone. • ..•. •... DESCRIPTION: Series 4000 Aluminum Picture Window • APPROVAL DOCUMENT: Drawing No. 08 -005, titled "Series 4000 Impact Picture•WandQw ", s1 ee% t through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter R. 'I'M Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance Abler and exiiration date by the Mi ade County Product Control Division. ' MISSI E IMP CD • Large and Small Missile Impact Resistant • .... • •LABEL ,G:' a h ha ' bear a permanent Iabel with the manufacturer's name or logo, city, state'8iid following <state `e t: ' iam - ade County Product Control Approved ", unless otherwise noted herein. REN ll L is ( sha l be considered after a renewal application has been filed and there has been no chap q n`the appli u ildit code negatively affecting the performance of this product. 'ON � 1 � f TERMINATI c f this N F will occur after the expiration date or if there has been a revision or change in the m ials, a /or m l facture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 05- 1107.04 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. MIANN:ADE COUNTY APPROVED 03 /0 10 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com • • • • • • NOA No. 08- 0204.03 Expiration Date: February 23, 2011 Approval Date: April 03, 2008 Page 1 • • • • Florida Window Systems Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 08 -005, titled "Series 4000 Impact Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter A. Tillit Jr., 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 along with marked -up drawings and installation diagram of aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ATLSF- 0802.01- 05, dated 09/06/05, signed and sealed by William R. Mehner, P.E. (Submittedtltider, •••• NOA #05 -1107) • .. • • .. • • • •... • • • • C. CALCULATIONS • 1. Anchor calculation and comparative analysis, prepared by Tiltecq ffie' dated p€1r /05, • • signed and sealed by Walter A. Tillit Jr., P.E. • • • • • • Complies with ASTM E1300 -98 (Submitted under NOA #05- 11,Q7');; • • • • D. QUALITY ASSURANCE • • • • 1. Miami -Dade county Building Code Compliance Office (BCCO): • . •. • • .• •••• . . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of Code Compliance and no financial interest, dated 09/12/05, signed and sealed by Walter A. Tillit Jr., P.E. (Submitted under NOA #05 -1107) G. OTHER 1. Letter from the consultant, dated 01/11/06, stating that the product is in compliance with the Florida Building Code (FBC). (Submitted under NOA #05 -1107) 2. NOA # 05- 1107.04 E -1 AJettoc)-e-=_ Mohammed Iqbal Shaikh, P.E. Senior Building Code Compliance Specialist NOA No 08- 0204.03 Expiration Date: February 23, 2011 Approval Date: April 03 2008 GENERAL NOTES: 1.' SERIES 4000 PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE, WITH THE 2005, 2006 AND 2007 SUPPLEMENTS. WINDOW 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 Ea USED IN THEIR ANALYSIS. A DURATION FACTOR Co= 1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS WINDOWS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER ATE. LAB REPORT # 0802.01 -05 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM DESIGN PRESSURE RATINGS FOR THESE WINDOWS SHALL BE AS PER SCHEDULES SHOWN ON SHEET 6 CRITERIA FOR ADDRESSING DIFFERENT SHAPES IS AS EXPLAINED ON THIS SHEET ( 3. THIS WINDOW WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS WINDOW IS APPROVED FOR AIR AND WATER INFILTRATION, 5. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T5 ALLOY AND TEMPER, WITH Fy— 16.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 6. 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 ks1 YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. WOOD BUCKS NOT BY FLORIDA WINDOW SYSTEMS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 8. ANCHOR I ONE&, SEE SHEET 2 FOR MAXIMUM SPACING. EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY WALL. FINISH. (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksi). MIN. EDGE DISTANCE = 3 ". — 1/4 ° 0 TAPCON ANCHORS 1 1/4 MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT ®), THRU 1" P.T. WOOD BUCK. (8) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE = 3 ° . — 1/4 ° 0 TAPCON ANCHORS W/ 1 1/4 MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT 0). THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2 P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1". — 1/4 "0 TAPCON ANCHORS W/ 1 1/2 MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT®) (0) TO EXISTING ALUMINUM (6063 —T5 ALLOY) OR STEEL (Fy =36 ksi MIN.). MIN. EDGE DISTANCE = 1 2 ° . — 1/4 "8 -14 TEK SCREWS, MIN. 1 1/2 LONG, AS MANUFACTURED BY ITW/BUILDEX (COMPONENT ) 9. PROVIDE 1/4 MAX. SHIM SPACE (TYP.). 10. REMAINING COMPONENTS FOR THIS WINDOWS SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 5 OF THIS 11. WINDOWS MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: DRAWING. FLORIDA WINDOW SYSTEMS CORP. MEDLEY, FLORIDA • • ••• • • • • • • • MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. • • • • 12. (a) THIS P.A.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOIjTIOM PTCA IT prc S ECrfe:PRO,fEFT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. • • ••• • • • • • • • (b) CONTRACTOR RODUCT, BASED. ON THIS P.A.D., PROVIDED HE/SHE DOES NOT EVIATE INSTALLATION TH CONDITIONS DETAIL THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUT�.• • • • • • • • • • • • • • • • • • • (c) THIS PAD. WILL BE CONSIDERED INVAID • IF ALTERED BY ANY MEANS. • • • • ' • • • • • • • • •• •• • • • • • • (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PR(IFESSIONAL• ENGINEER OF RECORD • THAT PREPARED IT. 0 elms Tug MC. IL EC O INC. TIWT TESTING • ENOINEENOMI COMPANY MALTER � P.E. Ft0R03, L . 44167 'I' MAXIMUM DESIGN PRESSURE RATING (pet) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE (o x b) OR RECTANGLE (a x b) AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM DESIGN PRESSURE RATING (pet) FOR THOSE ALTERNATE SHAPES FROM SCHEDULE ON SHEET 8. SERIES 4000 IMPACT PICTURE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7191 ,Nn=ant MEDLEY. FL 33169 PHONE. (305)806 -4420 FNh(300)625 -6424 ax • 1 27274271 1 669 1 am Si 1 "U"/0• 2 • out 44-273 I IA4V25 I 3 "m PiRODUCf REVISED rs Dori. 'u @e y with Florida f c:»}tv ec � F 42A DT* PLA2Si Cordial Division JAN 1 7 7008 FLORIDA BUILDING CODE (B:Igh Velocity Hurricane Zone) • ORfa41 sn B.E. 1/10/08 11111E 08 - 005 DRAMS No MET 1 OP 8 • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • •• • • SUBSTRATE ANCHOR TYPE HEAD SILL JAMB CONCRETE OR BLOCK 1/4 "0 TAPCON 10 "0.C. STRAIGHT 9 O.C. CU RVED 10 O.C. 11 O.C. WOOD 1/4"0 TAPCON 10 STRAIGHT 9" O.C. CURVED 10" O.C. 10" O.C. METAL 1/4 "0 TEKS 9" 0.C. 9" O.C. 9" O.C. "S "= Max. ANCHOR SPACING (See schedule) CASE I: RECTANGULAR • SCALE: 1 /2 " =1' -0 MAXIMUM ANCHOR SPACING SCHEDULE "S "= Max. ANCHOR SPACING (See schedule) "a" frame witdfh short aide (see schedule) CASE II: ROUND TOP * SCALE: 1 /2 " =1' -0 DETAIL 2/5 3 a TYPICAL EXTERIOR ELEVATIONS * * WINDOW IRHAPES SYI0 l 1RE./S•P:A IEROFLIED 1tSIING. SEA •NOTE Z ON Sir-E: 1 FOr�aa 1 F TLIIA TO FOLLOW FOR QWWFYIMG d1LT✓eRNATEsS • •• •.. .. - - - •• • •• • • • • • • • • • •• • • 0 2808 T4TEC0 INC. IL ECOIN..\ YPANY . •• • •• • • • • . • • • • • • • • • • • JAN 171008 W T TL8T 8 EN9MaS91N. Ca N ��u�'.�l> 1 13133•0301.3331 WALTER A. Jr: n 11.. / "S "= Max. ANCHOR SPACING (See schedule) CASE III: EYEBROW * SCALE: 1 /2 " =1 - MAX. DAY UGHT OPENING (See schedule on sheet 6 for Max. a and b values). DLO (a) =a- 3.598" (Short side) DLO (b) =b- 3.598" (Long side) R � the Fload. es emplyins DIKK3i3gCode Nova o2oy. lExpitatioxiMM Yaw' 0a:c Produtl Omani s FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SHRB384000IMPACTPDOTUREWINDOW FLORIDA WINDOW SYSTEMS CORP. 7191 NW 77 MOM ME8L . FL 33198 R88E: (3001300-8420 47113(3003 0-0424 x 41 1 aa.'e. 1 ms 1 a w 1 e•1+11n I m 1 ow oS.S73 OW MAIN BY: i.e. 1/18/08 DATE 08 -005 08*8818 Na . .• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • ..• • • • • • • • • • • • • • • •. • • • •• • • 1/8" MIN. THICK METAL STRUCTURE (SEE NOTE 80/1) r 4 01 0 8) E 0 r.- e 2 x P.T. W000 (SEE NOTE 4/1) 0 SCALE 3/8 ° -1" CONCRETE OR CONCRETE BLOCK REQ'D. 1. P.T. WOOD BUCKS (SEE NOTE 4/1) SECTIONS A -A 1x P.T. WOOD BUCKS (SEE NOTE 4/1) • .•• • • • • • • • • • •• • • POURED CONCRtIE OR CONCRETE BLOCK RE0 0. 1/4" Max. SHIM SPACE 2 x P.T. W000 BUCK (SEE NOTE 4/1) • .R . BLOCK q'D • • • •• ••• •• • • • •• • • • •• 1/4' Max. SHIM SPACE .•. • •• • / • • • •• • • "a" frame widt "a" frame width --] SECTIONS B • • SCALE: 3/8 " -1" 0 7008 TRUECO INC. 1x P.T. WOOD BUCKS (SEE NOTE 4/1)) SEEM 4000IMPACT PICTURE WINDOW FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVOEED 81 comply'ieP, with thv Florida A1:..iiii,^., Ca Aa;. NoO oZe lE. 03 B y�,tere / L /// By .�T' TvTtami Dade Prodmn CaOOd Division IL E C 0 INC. \ FLORIDA WINDOW SYSTEMS CORP. TIWT T1a71MS & 088INEERINa COMPANY 7191 N. n TERRACE 8 • • • • • • • • MD 3 N>t. 36t6. IL. te•. ]c4 mmR �q q,, SIM R MEDLEY FL 37181 s �1 • mom , Twool��e70. s . Marl - 1N/ PHONE: (307)808 -9410 FNC(3a3180S -9424 e - mx8: 11112,020ooloom E0 - 0008719 " IN Wx r 1 warm JAN � 171008 t L18. / 41e1' ? OLD 011-273 In1907 xrat 1 1/4 MIN. EMBEDMENT MANN 881 R.E. 1/18/09 DATE 08 -005 MANN He MET 3 OF 8 •• • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HILL OF MATERIALS ITEM DESCRIPTION SIZE & QUANTITY MATERIAL/ MANF. /SUPPLIER/REMAP.KS 0 FRAME DIE # 5336 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM L FRAME BACK CUP DIE #5239 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM 4 LONG ® STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH CUAVED SILL, HEAD AND JAMBS. LOCATE AT EVERY (9) OR U U CHANNEL DIE #5029 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM GLAZING BEAD ® CORNER ASSEMBLY SCREWS 2 — #8 x 1 1/4 ® EACH 90' CORNER ZINC PLATED PANHEAD SCREWS O WELDED JOINTS REQ'D. AT ROUND AND EYE BROW CONNECTION TO JAMBS HEAD ER4043 ALUMINUM WELDING WIRE © SCHNEE MOREHEAD ACRYL —R SM5504 RECD. AT ALL JOINTS — -- — — — 0 GLAZING BUTTONS 1/4 ° 0 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 0 GLASS 1/41-IS + .090 INTERLAYER SOP + 1/4°1-15. DUPONT SENTRY GLASS PLUS INTERLAYER W/ NOA 01- 1204.01 Q ANCHORS TO CONCRETE, BLOCK OR WOOD 1/4 ° 0 F.H. TAPCONS MANUFACTURED BY ELCO TEXTRON. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 ® ANCHORS TO ALUMINUM OR STEEL 1/4 ° 0 F.H. TEK SCREWS MANUFACTURED BY JTW /BUILDER. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 10 80511K CHEMCAULK 915 SEAL FRAME TO EXISTING STRUCTURE OR BUCK SEALANT 11 GE SILGLAZE 11 2800 CLEAR AT GLASS AND GLAZING BEAD JOINT GLAZING SEALANT GLAZING DETAIL (SECTION) SCALE: 1"=1" • JAN 17 aI!i ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 02008=MO SC. •: /1I •. : • L ECOINC. 7111f T8871NO & EN01NE0 14O COMPANY • •4� „°..& .,2, , ,",• • a -am0: h7tea000W.emi ®- 0009719 WALTER A 11u1f .V. P.E. FIOR101 Lk. 44197 FLORIDA BUILDING CODE (High Velocity Hurricane Zone SERIES4000 IMPACTPICI'URE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7181 NW 77 UERAA= IffBItY, F1. 33188 PNONE (308)808 -9420 F68<318)808 -9424 MA 1 1 m111M1 1 ee 1 121. 1 1 eqf•® A °m I 010 18 117NAII 3 2 4 e atm>gY�^SRwkh I� Florida E.cPUsti+ DiYido ORA1PM 97: 9.E. 1/19/08 1x72 08 -005 mesa tie 9111Wf 4Of 8 ARCH CORNER CONNECTION DETAIL 2 N.T.S. ••• • • • • • • • •• • • • • • •• • • • • • • • • • ••• o t ©(2)/8x11/4' r E C PANHEAD ONLY • EACH 9V CORNER • • • • • •• • • • • • • ••• • • •• • • • •• 90' CORNER CONNECTION, —�- • ECOANC.\ ;•; •• T.S• • � • • • / A ll. • • • • • 7IWT T • ENOdffERO COMPANY �i CO • • ._.. _ a —in Sta 0 2008 103600 D. • 0 N 0 N 0 a f COMPONENTS 1.499 j 0.062 —J — a 0.725 N m 0 10 N 0 1.375 I' cc , 1 I I � 0.094 1 Q —0.094 — 0.090 I I —0.703 1.344 0.703- 2.750 0 FRAME DIE # 5336 SCALE 1 " =1" / 6063 —T5 ALLOY 0.062 (Typ.) FRAME BACK CLIP DIE #5239 SCALE 1 " =1" / 6063 —T5 ALLOY 4" LONG ® STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH © CURVED SILL. HEAD AND JAMBS. PRODUCT REVISED as coraPt4 Mal — 0.500 — , d e Florida — 1 'ees es/al:Son * 0:69999i Dade C 1 O U— CHANNEL DIE #5029 SCALE 1 " =1" / 6063 —T5 ALLOY FLORIDA BUILDING CODE (Sigh Velocity Hurricane Zone) MIRES 40001IMPMPACTPICTURE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7191 NW 77 TERRACE MOLLY, FL 33189 PHONE (305)805 -9420 FAX(305)309-8424 ma mm — ma I •9 38-003 I/s/m 3 4 KM= 0 n 0 ORMFN sn 0.8. 1/16/09 are 08 -005 MAIMS Na SHEET 5 m 8 • •• • • • • • • • • • • is • • •4 •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• a b DLO a DLO b W psf + W psf - 18" 14.402 14.402 70 70 24• 14.402 20.402 70 70 30" 14.402 28.402 70 70 36" 14.402 32.402 70 70 42' 14.402 38.402 70 70 4 2" 48' 14.402 44.402 70 70 78" 54• 14.402 50.402 70 70 60• 14.402 58.402 70 70 65' 14,402 82.402 70 70 72' 14.402 88.402 70 70 18' 78" 14.402 74.402 70 70 99 13/18' 432.402 84' 14.402 80.402 70 70 90' 14.402 88.402 70 70 54' 96' 14.402 92.402 70 70 III 102' 14.402 08.402 70 70 82 409 108' 14.402 104.402 70 70 70 114' 14.402 110.402 70 70 70 120' 14.402 118.402 70 70 90" 128' 14.402 122.402 70 70 44.402 132' 14.402 128.402 70 70 i l I 138 14.402 134.402 70 70 42' 144" 14.402 140.402 70 70 32.402 24' 20.402 20.402 70 70 50.402 30' 20.402 28.402 70 70 70 38' 20.402 32.402 70 70 70 42' 20.402 38.402 70 70 78" 48" 20.402 44.402 70 70 32.402 64' 20.402 50.402 70 70 88.402 80' 20.402 58.402 70 70 70 88 20.402 82.402 70 70 70 72• 20.402 88.402 70 70 114' 78' 20.402 74.402 70 70 24' 84 ' 20.402 80.402 70 70 122.402 ea' 20.402 86.402 70 70 96 20.402 92.402 70 70 102' 20.402 88.402 70 70 108° 20.402 104.402 70 70 114' 20.402 110.402 70 70 120' 20.402 118.402 70 70 128' 20.402 122.402 70 70 132' 20.402 128.402 70 70 138 20.402 134.402 70 70 144" 20.402 140.402 70 70 I a b DLO a DLO b W psf + W psi 30' 28.402 26.402 70 70 35• 28.402 32.402 70 70 42' 28.402 38.402 70 70 48' 28.402 44.402 70 70 54" 28.402 50.402 70 70 4 2" 80° 26.402 58.402 70 70 78" 88° 28.402 82.402 70 70 72" 28.402 08.402 70 70 78' 28.402 74.402 70 70 64' 28.402 80.402 70 70 g 90' 28.402 88.402 70 70 99 13/18' 432.402 86' 28.402 92.402 70 70 102' 26.402 98.402 70 70 54' 108' 26.402 104.402 70 70 III 114" 28.402 110.402 70 70 82 409 120' 28.402 119.402 70 70 70 126' 28.402 122.402 70 70 70 132' 28.402 128.402 88.9 68.9 90" 138" 28.402 134.402 85.7 85.7 44.402 144" 28.402 140.402 825 82.5 i l I 38' 32.402 32.402 70 70 42' 32.402 38.402 70 70 40' 32.402 44.402 70 70 54• 32.402 50.402 70 70 60° 32.402 58.402 70 70 66' 32.402 92.402 70 70 72" 32.402 68.402 70 70 78" 32.402 74.402 70 70 84• 32.402 80.402 70 70 90" 32.402 88.402 70 70 96' 32.402 92.402 70 70 102 32.402 08.402 70 70 108' 32.402 104.402 70 70 114' 32.402 110.402 70 • • J 120" 32.402 118.402 85.9 • 65.9 126' 32.402 122.402 822 • .82.2 a b DLO a DLO b W psf + W psf - 42' 38.402 38.402 70 70 46' 38.402 44.4432 70 70 54 ' 38.402 50.402 70 70 08' 38.402 58.402 70 70 08' 38.402 82.402 70 70 4 2" 72' 38.402 08.402 70 70 78" 38.402 74.402 70 70 44.8 84 38.402 80.402 70 70 08 ' 36.402 88.402 70 70 08 " 38.402 92.402 70 70 u 102' 38.402 98.402 70 70 99 13/18' 432.402 108" 38.402 104.402 86.2 882 49 „ „. 70 70 54' III 'rA• 70 70 60' III II r 70 70 68' 44. 402 82 409 70 70 72 ' 44.402 88.4419 70 70 78' „ 70 70 84 ' 44402 90.402 70 70 90" 44.402 88.402 70 70 96' 44.402 92.402 70 70 1 a b DLO a DLO b W psf + W psf 54' 50.402 50.402 55.3 55.3 60' 50.402 58.402 55.3 553 88' 50.402 82.402 55.3 553 72' 50.402 88.402 55.3 55.3 78" 50.402 74.402 553 553 84' 50.402 80.402 553 55.3 08' 58.402 58.402 4443 44.8 68' 58.402 82.402 449 44.8 7 ' 58.402 88.402 44.8 44.8 76' 58.402 72.402 449 44.8 u 68' 82.402 82.402 37 37 99 13/18' 432.402 88.215 37 37 MAXIMUN FRAME WIDTH ( "a ") AND LENGTH ( "b ") VERSUS MAXIMUM DESIGN PRESSURE RATING ( "W ") SCHEDULE • ••• • • • - • • • • • • •• • • • • • • • • •• • • • • •• ••• •• • • • •• JAN 17 4111 a 2406 7E1E00 OTC. •• • • • • IL ECO • • • • •• • • TWIT 1001186 & ENGINEERING COMPANY • • _!. •amp s sr.2 m mm • • _: a -moos 1196040434.amn E8. 0006716 WALTER A. 76111' Jr. PE 410RM Lie 9 44167 RECTANGLE/ SOUARE DIMENSIONS LEGEND b DLO (b) g T 1 1 FLORIDA BUILDING CODE (S'igh Velocity Hurricane Zone) SERIES 4000;MPA('PICIlJRBWIlNDOW FLORIDA WINDOW SYSTEMS CORP. 7111 8e 77 MACE 808.01, 8, 33166 PHONE (305)806 -9420 F4811305)805 -9424 081 a arM aR Oft • IOW= 1 I 01 00 0 01-173 1 3 - 1 • PRODUCT REVISED 6s complying with the Florida Bolding Code Aceeplarcol No Expiration 1.9197 BY 4. A- Nanmi Dade Poods* Central Division I 0) 6R6W8 EIA B.E. 1/16/08 GATE 08 -005 DRAM& 8e MET 6 O 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 00 • • • •• 00 000 • • • ••• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 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 Buililinn Code, including the High Velocity Hurricane Zone. DESCRIPON ; .flees APPROVA (L.M.I. �:?a Humayturf; of Acceptan APPROVED COUNTY MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinecode . . • • •••• S-300 Aluminum Horizontal Sliding Window — L.1Vi )F • • • • • • • • Drawing No. W07 - 80, titled "Series FWS -300 Alum. ElFie Sliding WcT*. f 7, dated 10/15/07, prepared by Al- Farooq Corporation,s3gged and s. jlic by ing the Miami -Dade County Product Control Approval Stggi *ith the J tL proval date by the Miami -Dade County Product Control.IJivasion. . • • MI 1' is: Large and Small Missile Impact Resistant • • • • • bear a permanent label with the manufacturer's name o i togo, : ity, std to kd fo11o" k s " nhJ"Mi l ade County Product Control Approved ", unless otherwise npted hei$ttL• • • RENEWAL of this NOA shall be considered after a renewal application has been d and there liasbeei no change in the applicable building code negatively affecting the performance of this product. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -80, Sheets 1 through 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 Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4417, dated 12/13/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per 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 horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1944, dated 12/13/07, signed and sealed by Candido F. Font, P.E. • • •' •. 3. Test reports on: 1) Air Infiltration Test, • •. • • • • 1� ) st, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 2(12 -194' 3) Water Resistance Test, per FBC, TAS 202 -94 • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 20 24 , • • • •, along with marked -up drawings and installation diagram of an alumium horizontal sliding window, prepared by Hurricane Engineering & Testing, I� Rest Re}�ert•Ide. HETI -05 -1439, dated 12/13/07, signed and sealed by Candido F.ficnt ,P.E. . • • • C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying witfi FBC•200$, r ared by Al-Farooq Co • • • • P eP Y q rporation, dated 10/17/07, signed and sealed by Humayoun Farooq, F.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • Manuel ' erez, P Product Control Exam NOA No. 07- 1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 03 -0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 12/11/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated October 17, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 17, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None. E -2 ... • • • • . ... • • • . • • . . . ... .... • • • • .... ... • • • • .... .... • • • • .... . • • • • .. • • • • • • • • . . .. • .. .. • • • Manuel Per Product Control E NOA No. 07 -1 I .19 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 1 • • WINDOW WIDTH 13 1/2' MAX. HEAD/SILL 9' MAX. II ' , II II MTG. STILES 0 ' I / o@ 90 { 1N3A 1 1 IA II II I I • 1 I ii I 0 11 it ===.4==== II II i t i WINDOW WIDTH 13 1/2' MAX. HEAD/SILL 9' MAX. ' MTG. STILES 0 ' I I I II II II II Il I II II (Z N II .B/1 BC II it II n II LL rf II 1 it 11 1 , 11 II II i I • I . ,. r MAX. HEAD/SILL CORNERS SERIES FWS -200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. 74 APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SUDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. UIWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FMSE MUNTINS / (SURFACE A BE USED I I I 33 1/2' 0.L OPO. 37 1/8' 33 7/8' DL OPO. VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 SWILL 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. MATERIALS INCLUDING BUT NOT LADED TO SIEEI/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. •• ••• • • • • • •• • TYPICAL ELEVATIONS • • 9' MAX. HEAD /SILL CORNERS • • • • • • • •• • • • •• • ••• • •• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • ••• • • 9' MAX. MTG. STILES 33 1/2" D.L OPG. 37 1 /B VENT WIDTH THESE WITDOI ARE•TrATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WIDTH 33 1/2' D.L. OPO. 13 1/2' MAX.. HEAD /S L 33 1/2 ELL OPO. 37 1/8' VENT WIDTH Z 0 a t � 5 drawing no. W07 -80 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) Arum DDIS. A GLASS TYPE 'A' WITHOUT REINFORCING GLASS TYPE 'B' WITH REINFORCING l/0 MBAR CUPS 1175 88868 CLIPS 1/0 SHEAR CLIPS IRIR SHEAR CLIPS WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) OH.( -) EXT.( +) INT.( -) Exr.( +) SIR.( - ) 28 -1/2' 37' 53 -1/8' 74' 28' (2) 4 68.7 75.0 88.7 73.0 80.0 100.0 80.0 100.0 4 88.7 73.0 88.7 70.0 80.0 100.0 80.0 100.0 6 88.7 75.0 86.7 750 80.0 100.0 80.0 100.0 8 88.7 75.0 627 75.0 80.0 100.0 80.0 100.0 28 -1/2' 37' 53 -1/8' 74' 35 -3/8' (3) 4 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 4 88.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 6 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 8 86.7 73.0 88.7 75.0 800 82.1 80.0 100.0 28 -1/2" 37' 53 - 1/8' 74' 50 -5/8' (4) 4 86.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 4 68.7 75.0 66,7 75.0 80.0 82.8 80.0 100.0 6 64.5 64.5 68.7 73.0 64.5 64.5 80.0 100.0 6 54.9 54.9 68.7 75.0 54.8 54.9 80.0 100.0 83' (5) 4 68.7 75.0 66.7 75.0 80.0 82.8 80.0 100.0 4 62.3 62.3 88.7 75.0 62.3 82.3 80.0 100.0 8 47.2 47.2 88.7 75.0 47.2 47.2 80.0 100.0 6 38.2 38.2 68.7 70.1 38.2 38.2 60.0 92.8 N O ♦ O r 24 (2) 4 60.7 75.0 68.7 75.0 800 100.0 80.0 100.0 4 88.7 75.0 66.7 75.0 80.0 100.0 80.0 1010 4 66.7 75.0 86.7 73.0 80.0 100.0 80.0 100.0 8 66.7 75.0 86.7 75.0 80.0 100.0 50.0 100.0 8 68.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 35 (3) 4 68.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 66.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 88.7 75.0 68.7 73.0 80.0 100.0 80.0 100.0 6 66.7 75.0 68.7 750 80.0 100.0 80.0 100.0 6 68.7 75.0 66.7 75.0 80.0 88.9 80.0 100.0 IN V U G N 48 (4) 4 68.7 75.0 88.7 75.0 80.0 100,0 80.0 100.0 4 68.7 75.0 68.7 75.0 80.0 90.8 80.0 100.0 4 86.7 74.4 88.7 75.0 74.4 74.4 80.0 100.0 8 65.8 85.6 68.7 75.0 65.6 63.8 80.0 100.0 6 81.0 61.0 68.7 73.0 51.0 61.0 80.0 100.0 N L V W g 60 (3) 4 68.7 75.0 68.7 75.0 80.0 95.5 60.0 100.0 4 68.7 67.7 66.7 75.0 67.7 87.7 80.0 110.0 4 54.2 542 85.7 75.0 54.2 54.2 80.0 100.0 8 48.5 46.5 86.7 75.0 46.5 48.5 80.0 100.0 6 41.8 41.8 66.7 75.0 41.8 41.8 80.0 100.0 A m NO, OF ANCHORS PER HEAD & SILL () ' NO. OF ANCHORS PER JAMB NOTE: GAS gAPAfa1TES ARE BAs • •• • • • • • • GLASS TYPE 'A' ALL EX9'ERIOR( +).LOS SWOWN :HI SHEET ARE FOR WINDQWS AJQ'H �1 PILIE=1 I;ISEE FRAME SILL FOR VD, SILO 4040 RI6QR) OIMR EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. •• • AST300,-02 (3 SEC. GIjSTy) • Y 51 • AN FLORIDA) BUILDING •COM)IISSION• • • DEC!ARRTOR1• STATEMENT* DO1k05►.DEC -819• • • • • a • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • •• • • • • • • • • • SUCONE DOW CORNING 795 GLAZING OPTIONS 1/8' HEAT STREW!) GLASS .075' INTERLAYER VANCEVA STORM COMPOSITE BY 'SOWN' GLASS TYPE 'B' 1/8' HEAT SIREN'S GLASS SUJCONE DOW CORNING 795 lar. Da HU Y UN F'AR000 F1 A. PEI 16557 CAN. 3SW OCT 1 9 2007 Ap APl��Adel C v60L Dal* t RaA9�= Z1T[Y'�)1'1 6 V 8 1. drawing no. W07 -80 (sheet 2 O 7 DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A GLASS TYPE 'A' WITHOUT REINFORCING mass TYPE '8' WITH REINFORCING 1/0 SHEAR CLIPS 1178 SHEAR CUPS 5/0 80569 CUPS 5128 85588 GIPS MOTH HEIGHT EXT.( +) INL( -) EXT.( +) INT.( -) EM.( +) INN.( -) EXT.( +) NT.( -) 74' 108 -1/4' 111' �2) 4 887 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 66.7 75.0 88.7 73.0 60.0 100.0 80.0 100.0 6 86.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 74' 106 -1/4' 111' 38 -3/8' (3) 4 86.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 4 86.7 73.0 86.7 75.0 77.5 77.5 80.0 100.0 6 66.7 75.0 138.7 75.0 80.0 81.7 80.0 100.0 74' 108 -1/4' 111" 50-5 (4) 4 88.7 67.6 88.7 75.0 67.6 67.6 80.0 100.0 4 55.6 55.8 66.7 75.0 55.8 55.8 80.0 100.0 6 54.9 54.9 68.7 75.0 54.9 54.9 80.0 100.0 74' 106 -1/4' 111' (3) 4 488 49.8 68.7 75.0 49.8 498 80.0 100.0 4 39.1 39.1 66.7 71.9 39.1 39.1 80.0 95.1 6 38.2 38.2 66.7 70.1 38.2 38.2 80.0 92.6 72' 84' 98' 108' 24' (2) 7 68.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 9 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 9 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 9 68.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 k's�13 13F, 7 88.7 75.0 86.7 75.0 80.0 100.0 60.0 100.0 9 86.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 9 68.7 75.0 88.7 73.0 80.0 92.0 80.0 100.0 9 66.7 75.0 68.7 75.0 80.0 80.0 80.0 100.0 Vail 48' (4) 7 68.7 74.4 88.7 75.0 74.4 74.4 80.0 100.0 9 66.7 68.0 68.7 75.0 68.0 68.0 80.0 100.0 9 83.7 83.7 66.7 75.0 63.7 83.7 80.0 100.0 9 81.0 61.0 68.7 75.0 61.0 81.0 80.0 100.0 72' 84' 96' we 60' (3) 7 54.2 54.2 89.7 73.0 54.2 54.2 80.0 100.0 9 46.7 48.7 68.7 75.0 48.7 48.7 80.0 100.0 8 44.7 44.7 68.7 75.0 44.7 44.7 80.0 100.0 9 41.8 418 88.7 75.0 418 418 80.0 100.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPE 'A' WITHOUT REINFORCING GLASS TYPE '8' WITH REINFORCING I/O 8103.08 CUPS 1179 806!9 COPS w/0 890 80 CUPS 0 WITH SHEAR CUPS WIDTH HEIGHT EXT.( +) WT.( -) EXT.( +) WIN.( -) EXM.(4) IN7.( -) EXT.(+) INT.( -) 74' 108 -1/4' 111' �* 4 66.7 75.0 69.7 75.0 80.0 100.0 80.0 100.0 4 86.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 8 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 74' 106 -1/4' 111' � '(3/8_ 4 88.7 75.0 88.7 75.0 10.0 87.8 80.0 100.0 4 66.7 75.0 68.7 73.0 80.0 92.9 80.0 100.0 8 68.7 75.0 88.7 75.0 60.0 88.5 - 80.0 100.0 74' 50-5/6" 4 68.0 66.0 88.7 75.0 89.0 88.0 80.0 100.0 74" 4 47.4 47.4 66.7 75.0 47.4 47.4 80.0 100.0 k 's13 24' ( 7 66.7 73.0 88.7 75.0 80.0 100.0 80.0 100.0 9 86.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 9 68.7 75.0 .85.7 75.0 60.0 100.0 80.0 100.0 9 88.7 75.0 85.7 75.0 80.0 100.0 80.0 100.0 3:m21, 36' (3) 7 68.7 75.0 68.7 75.0 80.0 95.7 00.0 100.0 9 88.7 75.0 68.7 75.0 80.0 92.8 80.0 100.0 9 68.7 75.0 88.7 75.0 80.0 80.0 80.0 100.0 9 88.7 75.0 88.7 75.0 80.0 88.6 80.0 100.0 72' 84' 98' ( 7 88.7 72.9 68.7 75.0 72.8 72.9 80.0 100.0 9 66.7 68.4 68.7 75.0 88.4 68.4 80.0 100.0 9 81.5 61.5 88.7 75.0 818 61.5 80.0 100.0 72' - CO 7 51.7 51.7 88.7 75.0 51.7 51.7 80.0 100.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• ••• • • • • • • • • • • • • • • ALL EX'ERIOR( +} LOAM SHOWN ON•THI6 SHEET ARE FOR W J?)I)WS N:AP$LIF=) @ISO F(�IE SILL FOR StD SIL!•(I0 R•9ER) MIT f'XiERfOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. GLA$S C.AFikettEs ARIXASFp•QN .•• • • • ASTS1 e1300S-02 (3 SEC. GISTS) • • • • AN I al INC. "D(1IM COMMISSION • • • • DE TOR; STATEMEr WV-DEC-2V • • • ••• • • • • ••• • • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH Eng,: OR I111YAYOIN FAR000 STRUCTURES RA PE / 18637 CAN. 369 OCT 19 2007 aS V- • z rg r 0. it OHIO drawing no. W07 -80 0 31 8 (sheet 3 o 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 mall II O O 0 0 1 1 I! i 18Y w000 BUCK TYPICAL ANCHORS SE E1.EV. 108 SPACING SHEAR CUPS 2" LONG AT ANCHOR LOCATIONS SEE SHEETS 2 & 3 FOR CAPACITY TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • 1/I6' x 1" RISER ADHERED WITH S • • �• • • • • •• • •• ••• • • • •• #8 x 1 -1/2" PER � 21O 8 CUP RI SUS 2 PER CUP wr � Ay �� Iy � REINF. WOWS. ONLY) O' „• ••• • •.• • • • B €IRCE' SITJ. WSERT • • NFO • • • 51 + SHEPTS 2%3 17 :AMR* • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING M414)14%0 WANT - DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4 TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #12 SINS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Ty = 38 K5I MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SFI F DRILLING SCREVI,B INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090") (NO SHIM SPACE) g i EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -5/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SEALANT. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES AT 5" FROM EACH END GR FAR000 STRUCTURES RA. PE # 18557 CAN OCT 1 9 2007 AaPlpwna Florida Cf40 • NO L drawing no. W07 -80 street 4o1 7 ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16 MAX. SHIM VENT MOTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/t6 MAX. t/4 MAX. EXTERIOR YANOOW WIDTH EXTERIOR WGIWW WIDTH TYPICAL ANCHORS SEE ELF/. FOR SPACING XOX LAYOUT 1/A. ,,,, UM TYPICAL ANCHORS EL SEE ELEV. FOR SPACQiG N REINFORCED MTG. STILES SEE SHEETS 2 & 3 FOR CAPACITY CT 1 9 2007 ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • •• • • FRAME HEAD GLAZING BEAD FRAME SILL .094 1.454 10 SILL TRACK t540 . 911 1 1400 .780 VENT LATCH .414 1.250 0 VENT TOP/BOTTOM RAIL JAMB STILE fl lB!082 1.� 1.160 © MEETING RAIL ,.4 L ® FIXED MTG. RAIL .082 2.789 .082 L -1.375 1.807 1.250 ,.290 0 FRAME JAMB (VENT) x 1.140 1 250 .Dez SHEAR CLIP 2.769 • • • i ••• • • • .082 I • • • I • 1250 •• • • • • • • • 1 • • • • •- • • •• •• © PRAME JAMB (FIX) • ITEM 2 3 4 8 6 7 9 10 11 12 12A 13 14 17 18 19 20 21 22 PART f PAS-022 FR5 -028 P95 -019 R45- FW5 -025 FW5 -024 FM5 -016 FN5 -023 FW5 -029 FRS-015A FV5 -018 14 -8010 RH - 2500 FW5 -075 #8 X 1 -1/4' /8 E -205 W2321140 QUANTITY 1/ VENT 1/ VENT 2/ VENT 1/ VENT AS 9800. AS REDO. 2/ VENT 2/ VENT 1/ LATCH 2/ VENT AS REQO. AS REDO. 2/ VENT AS REM. AS REDD. AS REOD. 1/ VENT DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB VENT FRAME JAMB FIX. FOXED RAIL VENT MEETING PAS. TOP AND BOTTOM RAA. JAMB STILE GLAZING BEAD 6• LONG SILL TRACK INSERT SHEAR CUP 2' LONG VENT LATCH CAM TYPE SWEEP LOCK VENT LATCH SPRING ROLLER H0051NG & GUIDE BAFFLE FRAME/VENT ASSEMBLY SCREWS FOX. RAIL au SCRETY5 (Slit END) GLAZING GASKET 81118 M'STRRPPING WOOLALE W S R PPINO 5/18' 905 SCREEN MATERIAL 8083 -T5 8083 -75 8083 -T5 6083 - TS 8083 - T5 8083 -TB 6063 -75 8083 -75 8083 -T8 8083 -75 8083 -T8 8063 -78 ZAMAK ST. STEEL PLASTIC NYLON CRS CRS VINYL FLEX PVC MANP. /SOPPLDIR/REMARKS AT FOXED RAILS ONLY AT ANCHOR LOCATIONS AT 10 -1/2' FROM ENOS AT 13 -7/8' FROM ENDS M*M PIASTKS R&M PLASTICS P.H. SMS P.H. SIAS ULTRAFAB OR EQUIV. OPRONAL • • • •• • • • • • •• • •• • 8 • • • • II • •• • • 5 w • • • • • • • • U \ Z 2 1 gqi N A ig w Z Q3 d ko z R. 0 a n 1 s drawing no. W07 -80 Sheet 60f 7 ) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• it 18 FO(EO MTO. RAIL CORNER VENT TOP/BOTTOM CORNER • • • • • .• ••• • •• • • • •• • •• ••• • •• • • • • •• • • • • • • • -7"t C T •• •- • • • •• •• • • • • • • • • • • • • Ergs OR. HUMAYOUN FAROOC / S557 STRUCTURES RA CAN. M.M OCT 1 9 2007 Approved Ogmagpies with the Fbrldo Cep Dais NOM • z 0 o� LL 8 lidst b drawing no. W07 -80 (sheet 7of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 000 • • • 000 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 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:Con ProductGontrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cbanty) rese,vetheright to have this product or material tested for quality assurance purposes. If this prattle IA materltd•ils to perform in the accepted manner, the manufacturer will incur the expense of such mug 'and the A?IJ may immediately revoke, modify, or suspend the use of such product or material within t+hW wisdictiori • 80RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade • o .rty Product'ciontrol Division that this product or material fails to meet the requirements of the applicable cods. This product is approved as described herein, and has been designed to comply with r iejida Buildjng Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Aluminum Tube Mullion — L.M.I. • APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets•CtlrQngh 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptau cii ' number\a i expiration date by the Miami -Dade County Product Control Division. : Large and Small Missile Impact Resistant LABELING Eac unitishal ear a permanent label with the manufacturer's name or logo, city, state and # I following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENE* j a thi NO sh a considered after a renewal application has been filed and there has been no change in ,ng code negatively affecting the performance of this product. TE J'I' `pal of h s NO vill occur after the expiration date or if there has been a revision or change in the materials,`use, or m facture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0322.12 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MISSILE IMP T MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.aov/buildinacode NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 Page 1 Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and . sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminurg Fixed• • • • • • Windows Mulled Together, prepared by Fenestration Testing Laaeatoiy, Test Report No. FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Ri013144 P.E. • • • • • • C. CALCULATIONS • • • 1. Mullion clip anchoring calculations, prepared by Al- Farooq Corpars'Lt14n., dated •, • • 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Anchor and mullion calculations, prepared by Al- Farooq Corporation.; datecc02 /24,(07, • • signed and sealed by Humayoun Farooq, P.E. • • • • • • •••• • "Submitted under NOA # 07- 0322.12" •.... • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. • • • F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, approved on 05/24/07 and expiring on 03/28/08. E -1 • • • •••• . ... • • • arlos M. Y 3/A1 rera, P.E. Product Control Examiner NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 .' • • • • MUWONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WIDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Al I MUI I IONS 8063 -T6 MIN INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. APPROVAL USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 4, D ANCHOR GRAPHS STEP Q MI ON SHEET 3. SELECT ANCHOR TYPE 114 DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 020000 DET05IINE DESIGN LOAD MAIMED PER ASCE 7 FOR PARTICULAR OPENING. USE WINO -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABM LOAD REWNEMENTS. USE CONNECTION TO MULLION AS PER PRODUCT ANGLE CLIP (6083 -75) •• ••• • • • • • • • • • • • • • • • • MULUON SYSTEM IS RpTij FOR •LARGE VIISILE•1MPA t. • • AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. • ••• • • • • • • • • • • • • 1.750 • . flgr. OR. HURAYOUN FAROW STRUCTURES GAIL �� ••• • • • • • • • • •• • x' 0 62008 • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• •• ••• • • • ••• • • 4.658 MULLION CLIP (8083 -T6) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MUWON PROPERTIES ONLY NOTES: --125 TYP. 125 TYP. MUWON CUP LEGS REMOVED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WI1H THE REOUIRIMEN)S OF THE FLORID% 60020NG WOE 2004/2007 EATON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL (LAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.0 WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHORN ON DETA05, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PAT OF THS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAEI6MS INCLUDING BUT NOT LIYTED TO STEEL/METAL SCREWS, 1HAT COME INTO CONTACT Wall OTHER %SWEAR MATF1a05 SHALL MEET THE REQNREMENWS • OF.2OIhF nag* BLDG. CODE SECTION 2003.8.4. PRODUcrRBYISED oompfyhg with the PWdk A pia !' ./C IDcpimlies ra z 0 g 1n z 0 3 w m a • 0 c SI N k S drawing no. M95— 1 8A sheet 1 of 4 LO IL ta J z H m W .O m m m 20 1 "x 2 "x 1/8" TUBE MULL 8- /8' ! ESE■■ ■■ 30 40 SO �� \ ■-\ 60 70 AN (PiX2 TRIBUTARY WIDTH - INCHES 2" x 4' x 1/8" TUBE MULL 80 •r ■► \ ■ ■1021Ei ■ ■■ ■►111MI■MNINIMI ■■ ■\\M=E■ ■\\■\\■■ ■��■ ■�� ®�� ■,■ EME ■1 ■ ■ ■1 ■ME ►. ■1.■ ■11■ ■■,■, 1111■1111' ■MI■■MINE 11E■\\■■\■■■■IR L1HIIi1,,, 1�1IM■MM■■NE1■■ „ ■,��■.� ■ ■a,■ 111\\M1■E•■IRE■■■ ■ ■■EMIR■■■■`■_ ■∎1101 ■�■ ■ ■ ■■ ■ ■\ ■ \ \ ■■ EME 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 90 3• -3/= LINEMOILMEMORIIIII ! 111111111111 Immimmonnum MIMMHUNIMEMINIME m 11•■11 ■1111■ •■1EIM■ NMECIE 3M\`\■\■■ ■,■,11111■■ILTE■IE ■ii ■\\ ■ ■■ ■■\ PI LLB a ga 0 � a a m r P1X3I N m 1 "x 3 "x 1/8" TUBE MULL 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES 2" x6 x 1/8" TUBE MULL P2X6 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES /4" 80 80 m •• • • • • • • • • • • •• • • • •• ••• •• • • •• • • • • • • • • • • • •. • • 1" x 4" x 1/8" TUBE MULL 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • • • •• • • • • ••• • • • • • • • • • • • • • • •• •• • • • • 80 iIAY 0620118 GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 v!2 ARCHES l0 BE DO1aBED INSIDE RECTANGULAR SHAPE PRODUCT GLAZING PRODUCT GIAENO PRODUCT HORIZONTAL YULIICN MULLION SPAN 4 TYPICAL MUWON ARRANGEMENTS WIDTH (w) WI + W2 2 s NOTE MUWONS RATED IN THESE CHARTS MAY BE ORIENTED • VEIVICALLY HORIZONTALLY. fIN ERPOI 11ON BETWEEN WIDTHS ALLOWED) • • Owl DR. RUYAYDUN ,'ARDOO • • • • • SfRUC1Uth5 M. PE / 18657 CAN. 538 .• :girl • 1%I ID 3 z Z 0 0 0 9 g V 3 1 drawing no. M95— 1 8A (sheet 20f 4 - 1. Y ------. %' cRamRo '7 PRODUCT `s' ; DIMINO PR aNwat fl GLAZING PRODUCT g A. R OR C YPE m UI m 8 20 ANCHORS TYPE 'A' PA 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE CgeaRC PRODUCT VERTICAL MULLION CAMINO PRODUCT 01 ANCHORS 4 At. B Ca 82 80 ANCHORS TYPE A. B OR C TYPICAL. MULLION ARRANGEMENTS WIDTH (W) = Wl + z W2 ANCHORS TYPE "A2" malannammumula 1111"1, ■■, ■ ■ ■■■ 1 110l\l\1M■\\■■■ ■■ 11 \1 \1■► \ 1=11\■ ■ ■■ 1i■1!M■ •\\ \ ■■■■ 1\\\►\ WRIII■\ ■ ■■ 11►11\ ■ ■11MEM■■■ 1 \111► \ ■► \� � ■ ■� ■■ ■„"IMI11„■ `■ MINIMEIRIENNLIM ■ ■ ■ ■■ 311MME■ ■ ■ ■■MUMENIM\M ■ ■ ■■ •■\\NS\M 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES HowzaN NTIWON r1 R+ ARUU.WN SPAN m � m W m ANCHORS TYPE 80 20 30 40 58 60 70 TRIBUTARY WIDTH - INCHES • • •• • • • • • • • • • • • • •• ••• •• • ••• • • • • • • • • • • • •• • • ••• • • R� • • • • • • . .• 1&Nctwr s: • • • 0 • • • • • •• ANCHORS TYPE C H ❑ I0 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • •• • • • • • 80 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80;r: DR. HUNAYOUN FAROOIT SfR1 UR CCAN. J 757 • • • • • 41AY 0 6 2008 80 COOml dthACP Mooney .. 6 f • R ProdoaCantral 3 z 4 8 8 8 W drawing no. M95 -18A (sheet 3 of 4 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• d /4' 0 TAPCDN i/ ANGLE zxzxt/e' I' 9 2X2x1GLE I ALUM ANGLE ALUM ANGLE # 14 S.Y.S. 14 S.YS. ' =C= 2/ ANGLE il��. —~ 2/ ANGLE 111 ter OR 29Y WOOD BUCK 1-3/4' MN-- ANCHORS TYPE '8' ANCHORS TYPE 'C' ANCHORS TYPE 'A2' 3/ ANGLE 719S SCREW CAN BE INSTALLED IN EITHER DIRECTION an= INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD / 14 SAS. THRU 1BY BUCKS INTO CONC. OR MASONRY 2/ AN= 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 0 CON O 2 -4/2' MIN. I q� 1C 1R .1 R � ' � ; DR NLOUYOUN c WOO MiraL•STRL 9 5 /♦i JRE RP " I�IN.. y FlA. STRUCTURE'2 PE FLOATING MULIION CLIP OPTION FOR 1BY TUBE MULLIONS VERTICAL OR HORIZONTAL ANCHOR DETAIL #1 MAY 062008 drawing no. M95 -18A .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •. .• ••• • • • 41410 • •