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WS-09-644• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 111865 Permit: Number: WS -4 -09 -644 Scheduled Inspection Date: May 20, 2009 Inspector: Rodriguez, Jorge Owner: FREEMAN, PATRICIA Job Address: 1151 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACR WINDOWS LLC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180070 Phone: (305)775 -2509 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. n - -- .. _s .,-, •A_.. •n nnnn NOTICE OF COMMENCEMENT A RECORDED COPY MST BE POSTED ON THE JOB SITE AT TIME OF FIRST NEFECT .N PERMIT NO. 0- ° t :2 t TAX FOLIO NO. -320.6'0 -007 0 STALE OF FLORIDA COUNTY OF MIAMI -DADE: 11-IE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111111111111 CFN 200980238970 OR 2k 26312 F`3 1818? C1a9) RECORDED 04/01/2009 15x32'= =09 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE RECEIVED 0 2003 2 1. Legal description of property and street/address: G�i i L�iLt< ►'� d+�Cti i sfn�r�� A �r 8 �-� - fag 5" • e 4r S-r red f ixm i �. 3 1 2. Description of improvement: Tr i 3. Owner(s) name and address: 1' cL Ni C. e .-S —i d'nv- o "C i &. Frc >vj Q,.t CIS �v �� ` . MCCLMi 5110v'W , FL. '331383 Interest in property: (0V frY V Name and address of fee simple titleholder: 4. Contractor's name a "nod address: ,► ` ,9 �, 1 5. Surety: (Payment bond rgquired by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ra 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., F or , Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statute . Name and address: 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a diffeigrtt date is pecified) } .1) r Signa of Owner Print Owner's Name Sworn to and subscr 8 A1 T�cii Prepared before me this ' � ed , o day of /10.91-"c4) Notary Public Print Notary's Name My commission expires. 113_01 -38 8/04 PAGE3 , 20 ��?' . CHARLES E. WALLACE Addresi%g hie 13a. y /-4(4d7 d r /''r " -' -" s ie.,,4 ds/ FL 3rs Y (407) 388 -0153 •7.. 1111 1,.; '1 EXPIRES June 20, 2011 FloridallotaryService.com Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; 9,- G" I k DATE: Jl I CC/ UU It \ICI�C I, �,�� i(6 ntractor ❑ Owner ❑ Architect Picked up sets of Tans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: nz,v- RESUBMITTED DATE: PERMIT CLEARK INITIAL: '5\‘" (!Hucu. 5 \Mt Nisei Shores Village Building epart ent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 BUILDING PERMIT APPLICATIO FB C 20 Permit Type (circle): Building Roofing ermit No, WS CPI Master Permit No Owner's Name (Fee Simple Titleholder) y��,�/C �Ge,rj -1 e / c in A A/ //° H2O -23/ -7 7 Owner's Address C./ .I 1 ,/1(, 4 • '99 t6 City Al 4/ t11/C3 State / 4 Zip 3.3/-.5E3 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) / / 5/ X/ 99 ST City Miami Shores Village County Miami -Dade FOLIO / PARCEL # , /l - 3 Ze.5-- ® I$ 2® Is Building Historically Designated YES NO Zip 33/38 Flood Zone Contractor's Company Name /7eR WM:re6/4 4 ZLGo Phone # Ze5 773 2 SC) 7 Contractor's Address 9ce® r gar 2 fjr-6 #' C%V; / City 4327 1 I1✓ .j e. -rds State % 4-0 Zip 33 /5 Qualifier Name C-44-/de ' E P1� 4e: Phone # 5 2`? S 9 mod? State Certificate or Registration No. 'R Contact Phone 3®.5 -2 2S- 256 ./Engineer's Name (if applicable) Vallithe of Work For trims Permit $ 16/ 2 33, Certificate of Competency NoC c C Bo /5 7.. E -mail x AUGK'F3 k /arpia../L1 �'L�/.T��! (21t, {�4 Sp !, �, Phone # 30-5". 51f/ 4/ 74 Square / Linear Footage Of worik 2 d 3 Type of Work o Addition Alteration QNew }i�eseribe ��orCio Tee V.P. if/Peplace [1 Demolition 6....eT- C,C UiWO j *ql** * * ********* ******* *** ****** ees**** k k* ****#- k�k ** ** * ** ***** *** * ** * ** * * ****** v� +j�n� 3-40 0 CCF $ 6V . J.A3 �C- Notary $ - �' Training/Education Fee $ Technology Fee Scanning $ a(J Radon $ DPBR $ 1 *" "Zoning $ Bond $ Code Enforcement $ Double Fee ' (� rJ' o° Structural Review. $ Total Fee Now Due $ 4I • •0 Submittal Fee $ Y _?J. Permit Fee $ ‘M S,ee %wend sde --AGE CC, O1cki v, • Bonding Company's Name (if applicable) Bonding Company's Address City Zip 1 , State i_. A14 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip X1014 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. Signatures 6. ' _ `� 0 A Q �� F 6 v% I . '' o ,CM.;,) I _ 'C''''19)/ Owner or Agent The foregoing instrument was acknowledged before me this ��.7- • day of , 2001, by/17'4r 4 4- P44e1 -' who is personally known to me or who has produced Pig, Pez104-S•,,�. As identification and who did take an oath. NOTARY PU tl; LIC Sign: Print: My Commi 3si birCHARLES E. WALLACE MY COMMISSION # DD687405 ' ig ° EXPIRES June 20, 2011 (407) 398-0153 FlorldallotaryServtoo.eom Signatu Contractor The foregoing instrument was acknowledged before me this day of %p is 6 ° i , 20 C'''.. , by 6 1� a f, 11-', Il d who is personallyAnown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC Sign: Print: My Commissi O 'IC STATE OF FLORIDA Evelyn Merizalde Commission #DD749825 -,,,„,,,.° Expires: JAN. 17, 2012 BONDED TIiRU ATLANTIC BONDING CO., INC. >k**a=** **-k+t:%k-k **** k * ***** ** k: k> k> k****'**** **'.'..':k *:kaF>k>R ****:k-k *.k* * * ** * %****** k> k> k*: k*• k %k*****Ak:k*****-k-k-k>k-k* ** k **** k k**** APPLICATION APPROVED : Y d4) ' " -Plans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked NOTICE OF COMMENCEMENT A RECORDED COPY MH BE POSTED ON THE JOB SITE AT TIME OF FIRST I—TCN PERMIT NO. V�� I l � :' a TAX FOLIO NO.11 I -3 2 05-0 I -0010 STATE CF FLORIDA COUNTY CF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street /address: 1 cLl< /4i&►1• 11131111111 11111111111111111111 IIlhIII CFN 200980238870 OR Bk 26812 Ps 1818; (fns) RECORDED 04/01/2009 15:32:09 HARVEY RIJb'IN1 CLERK OF COURT MIAMI -DADE C:OUHTY a FLORIDA LAST PAGE RECEJVE 0 2009 MO OW el. 2. Description of improvement: "Rai-ro - fir W i'1.( toys • pci�C -e' 3. Owner(s) name and address: i" v" 0-14C. e'S M * cLT-Ie 1 Eire Ma-11-4. Interest in property: fiD A/16/ s' Name and address of fee simple titleholder: ��Ot►C.. 4. Contractor's name and address: 6 W I Nd o w 3 G16 W. Sa s , r a r✓` �� atria .275 s 33/s -4 5. Surety: (Payment bond _r quired 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., For • ,Statutes, Name and address: ^ "` ° LevJi fir_ 9 • I- e ussNbc • Mi i s " {, • id 0. 3 3 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: r4 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a diffe Sign t date is pecified) • S of Owner Print Owner's Name Sworn to and subscr ed before me thlis ' day off , 200 . --1 s " Prepared Notary Public Print Notary's Name My commission expires- 113_01-39 8104 PAOE3 !d►a@�• CHARLES E. WALLACk =* *= MY COMMISSION W DUb0i405 •cv EXPIRES June 20, 2011 (407) 398 -0183 FloddeNoteryService.com Addresf * h! X347 fT4vf4, dr STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY 1-1io1 i•his is a trup copy of the original 4 ff . ace c 0 I day of 11 10) AD20 WITNESS 1' 1'aP,,ik. Sad H' RVEY ;,t CLERK, ca! Permit No: 09 -aY Job Name: 4 27 , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 di lb orf FALSE aisuAlME SWAM *PAM OPEEMAL Br WA . 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S i ' pot,413ANO gogH FL, 33049 !it Pi• vm, AT • I Is— • • --tr F.--*----•-• - 1 TEL OW 701-4430 rAtt 034) 70--so70 If- • ••• - - — • • • • •- - - •-66.1ii.,ANI.,----,xii• -- - , • •• •• • • • •• •• ••• • • • • • ••• • • ripicAL .ANCHOR.S; WV. *QV Si*N:r4 I/4 'MOORS INTO TA= STRUCTUTtES I -vr M. perit-TRApoweeti WOOD THNo 10Y CO' MY *MOO eudra Moo idosoNw OFi M4, nc 1-1/4- MN. MED IWO e.vISONTRT OR =C. DUMMY INTO MASONRY OR 30:10 PSI Met co. T-Ile WM ESOED Rao macaw •ce cow, • • '''' . Aii . ..•••4 msauaix. 0. 0.....,,.,a..,4e.... • ....mtut. ma-Rats• • • • • 14 S T E E L : tz cr,1007) w t . C f y , * ; .as K R l e l t ) . r,' AWOO4LIN ',' vir•THic ti16,t0063-4 s WO OI • ' Otia. (N TACT WMI Allig*INN TO. OE :UTE% efiLiNirED) ; 1.., .' JD" -..!,1f..1. OSTO COMPETE AND mow . 2.-1/2. vat4 • • • 1?i. • • me Wow =mum • i' N. •• • • •• • OITO liETM. suiLictUAE - ve MM. 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"•°1 .-tM...:...!•11,...;,•••••••••""•••3•". • 4. ; AVOW MOM • • • • • lb • • • EXTERIOR $00gro mot • A • • ••. • • • ••• MILTON CUBAS, P.4., �l�TC. :'; 1302 N.E. 125th Street — North Miami — Florida 33161 ' • ••• Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@rau.clAf • • • • • •••• www.miltoncubaspa com "• ' • • • 5 • • • • • • .•• . .•• • • • • '• • • • •• . PAGE 132 •••• • •• • • • S. ••• • • • . COVER SHEET DATE: March 3, 2009 PROJECT: "FREEMAN RESIDENCE" ADDRESS: 1151 N.E. 99 Street. NIIAMI SHORES, FLORIDA.33138 CLIENT: ACR WINDOW,LLC. DESIGN BY: G.A.C. • • ••••••• • • This computation book contains manual and computerized Wind load calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 32. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissioning into service, the in -house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 32. Milton Cubas Certification Authorization #.27267 F.L Reg. P.E # 51902 S.I. # 6999901 • • • •. •• • • • • • • • .. . • • MILTON CUBAS, P. Il�T.: •; • 1302 N.E. 125th Street —North Miami — Floriaa'1 316t • Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@w u.cbM • • • www.miltoncubaspa.cam• • . ; ; ; • • . • . • • • • • INDEX ••• • • • • •• • • •••• . . . . • • .. •. • • •• • •: .ACE u/32 • •• .. • • ••• •• • DESCRIPTION PAGE Wind Load Calculation 1 Aluminum Casement Window. NOA.08- 0506.11. 3 Aluminum Horizontal Rolling. NOA.06- 0329.02. 13 Aluminum Fixed Window. FL6480 -R2. 21 Aluminum tube Mullion. 24 • • • •• .• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • S. • • • • • • • • • • ••• WINDO2 v2-06 •'• :•• ••• ••• • Detailed Wind Load Design (Method 2) dr ABCE 7 . : • • • • • Description: 1151 N.E. 99 STREET Analysis by: G.A.C. t input Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 11.00 ft Ridge Height (RHt) 15.00 ft Mean Roof Height (Ht) 13.00 ft Width Perp. To Wind Dir (B) 51.00 ft Width Paral. To Wind Dir (L) 56.00 ft • • • • • • .. •.. -• • tyuTp#�dra�ri`�t�r� Importance Factor" • • •4• • Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft u im IPA t Type of Structure Height/Least Horizontal Dim 0.25 Flexible Structure No • • • • • • .. •.. -• • tyuTp#�dra�ri`�t�r� Importance Factor" • • •4• • Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft u im IPA t x 3 0.85 Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 C us e -Wil ory II: AV d Stru tur - Co plete Anadyr i> Open Buildings Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Enclosed Buildings Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9165 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8811 LLi s * iiut F rliiu w * G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0-85I Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 I -0.18 www.mecaenterprises.com 3/3/2009 Page No. 1 • • ••• • • • •• O. •• • • • •• •• : • • • • • ••• • • • • • • •.• • • • • WINDO2 v2 -06 os, Detailed Wind Load Design (Method 2):pir A5CE7 -f : Figure 6 -11 - External Pressure Coefficients, GCp, • Loads on Components and Cladding for Buildings w/ Ht <= 60 ft SO0 • • • •• • • • a = 5.1 =_> a Hipped Roof 7 < Theta <= 27 5.10 ft Double Click on any data entiv line to receive a hello Screen • • • • • • • • • • •• • • • • .• ••. •• • . • • • ••• •• 3/3/2009 Component width (ft) Span (ft) Area (ft" 2) Zone GCp Wind Press (lb/ft"2) Max Min Max Min A -1 WD CSMT 3.05 - 5 ' 15.25 4 0.97 -1.07 53.16 -57.79 A -2 WD PW 6 5 30.00 4 0.92 -1.02 50.76 -55.39 A -3 WD CSMT 3.05. 5- 15.25 4 0.97 -1.07 53.16 -57.79 A-4 WD PW 3.05 1.25 3.81 4 1.00 -1.10 54.66 -59.29 A -5 WD PW 6 1.25 7.50 4 1.00 - 1.10 54.66 -59.29 A-6 WD PW 3.05 1.25 3.81 4 1.00 - 1.10 54.66 -59.29 B -1 WD PW 3.1 4.2 13.02 5 0.98 -1.36 53.72 -71.31 B -1 WD SLIDNG 3.1 4.2 13.02 5 0.98 -1.36 53.72 -71.31 C -1 WD PW 3.1 3.2 9.92 5 1.00 - 1.40 54.66 -73.19 C -1 WD SLIDGN 3.1 3.2 9.92 5 1.00 - 1.40 54.66 -73.19 D -1 WD PW 1.6 3.2 5.12 4 1.00 - 1.10 54.66 -59.29 D-2 WD SLIDGN 1.6 3.2 5.12 4 1.00 - 1.10 54.66 -59.29 E -1 WD PW 1.6 3.2 5.12 4 1.00 - 1.10 54.66 -59.29 E -2 WD SLDNG 1.6 3.2 5.12 4 1.00 - 1.10 54.66 -59.29 F -1 WD PW 3.1 3.2 9.92 5 1.00 - 1.40 54.66 -73.19 F -2 WD SLDNG 3.1 3.2 9.92 5 1.00 - 1.40 54.66 -73.19 G -1 WD PW 3.1 4.2 13.02 5 0.98 -1.36 53.72 -71.31 G -2 WD SLDNG 3.1 4.2 13.02 5 0.98 -1.36 53.72 -71.31 H -1 WD PW 3.11 5 15.55 5 0.97 -1.33 53.09 -70.05 I -1A WD SLDGN 1.72 5 8.60 5 1.00 - 1.40 54.66 -73.19 I -1 B WD PW 1.72 5 8.60 5 1.00 -1.40 54.66 -73.19 1 -2 WD PW 5.75 5 28.75 5 0.92 -1.24 50.91 -65.69 I -3A WD PW 1.72 5 8.60 5 1.00 - 1.40 54.66 -73.19 1 -3B WD SLDGN 1.72 5 8.60 5 1.00 - 1.40 54.66 -73.19 J -1 WD PW 3.05 3.2 9.76 4 1.00 - 1.10 54.66 -59.29 0.00 www.mecaenterprises.com Page No. 2 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPT CE • • ••• • •• 7• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • ••• •• •• • • • • • • • • • • • • • • ••• • • "• t1 • • MIA DADi QOi3N1;Y, FLORIDA • • • • • • 1 'fRC3 DADF+FI GLYk BUILDING 140 WEST FLAGLER SIREN, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • " i • • ('3j15x37 -2:@b F,A�C (305)3'72-6339 OA • •evww•mtailii dde.�e / buildin code • • • • • OP 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. DESCRIPTI( APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • ••• •• ai 44, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. T.M. Window & Door LLC NOTICE OF ACCEPTANCE: Elie. FF TCT .1 TEre: •' • • • • • • • • '• ••• ••• ••• • • • • • • • • • • • •• • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• A. DRAWINGS 1. Manufacturer's die drawings and sections. •••• • • • • • :• e :• • ••• 2. Drawing No W06 -30, Sheets 1 through 7 of 7, Qtltd; `eiei 53 5 butsvring Aluminum Casement Window (L.M.I.) ", dated 04 /14 /061rith'revisfon 13 Gat ilO +fl l/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Water Resise Tc, peg FBA, TAS 2.02 =94 4) Large Missile Impact Test per FBC, TAS 201= 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 2. 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04 /13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01-1129.03) E -1 L// <1. _ -'ere Manue Product Control Exa NOA No. 08-05 i . 1 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: :. •• •••• • • • • • •• ••• • • • • • • • ••• • • • • • • ••• • • • ••• • ••• ••• •• EVIDE11(s�E:STJBNtI1�T,D .: •: • •: • •• • • • • • • •• • • • • • • •• 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test•Loac4in et93Q 1A,S:20294 3) Water Resistance Test, per FBC? Tt1;S209 -)44 •:: • 4) Large Missile Impact Test per FBC, TAS 201 -94 555 • • • 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03 -022510 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex KEG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03 -022510 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series "515" Aluminum Outswing Casement Window - LM Impact, appr . on 11/08/06 and expiring on 05/01/08. E -2 Manuel Product Control er er NOA No. 0: x.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 72 1/4' WINDOW WIDTH SURFACE APPLIED FALSE MUNTINS OPTIONAL CONCEAIED.''HINGE 35' VENT WIDTH 38' VENT WIDTH SNUBBERS (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 7r D.L OPG. WIDTH 30' D.L OPG. WIDTH 30' D.L OPG. WIDTH BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' O El 11 • II 11 0 14 3/8' 4' MAX. MAX. `. 4' MAX HFAO /SO.L HEAD ='" HEAD /SILL CORNERS SILL ... CORNEAS SINGLE VENT WOW 14 3/8' MAX HEAD S81 8' LOCKS AT SASH FOR WOW. HT. UPTO 48' (3) FOR WDW. HT. UPTO 72' DUAL VENT WOW, SERIES 515 ALUMINUM CASEMENT WINOO* DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMf OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND mat TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVFZ). 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 SNAIL 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 LIMBED TO SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPENINGS DLO HT.. WOW. HT -7.8' DLO W. SNGLE VENT) a WOW. W — r DLO W. DUAL VENT) = WINt. W/2 — 8.128' • • • • • •• • • • JAN 2 6 2008 •••••• OOOOO • OOOOOO • • • • • 111 00000 SA •••• • 1ng no. • W06 -30 of 7 • 00000 • •••• • • �••• 0000 • • • •••• • •••• • ' t�/ A110� VW ∎,Y `F s E N,, S� ` :f ` "Y igi� r � . k' DEIGN LOAD CAPACITY - PSF FOR (XX ) 51180 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). • • • • • • • 4 • • •: • • • • • • • • • •••• • • • ••• • • • • • • • • o • 4 • • • • • • • • •••••• - .,,,mss ° `e". e,1-6116 WINDOW DIMS. h�`ri 1' 'A & 'C' w.ss TYPES 'W. 'D & 'E WINDOW DIMS. GLASS TYPES 'A' & 'O' GLASS TYPES V. 'D & 'E' Z e a a p u. 8' n g '4 g O Q.' Q LL G !� I a COMP- ANL \WO6 WIDTH HOW exr.( +) 98'.( -) Exr.( +) INr.( -) MOTH HEIGHT Exr.( +) 1Nr.( -) Exr.( +) 1N7.( -) 19 -1/8' 26 -1/2' 37" (2) 62.0 62.0 80.0 80.0 28 -1/2" 37' 53 -1/8" 74" 26" (2) 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80A 62.0 62.0 80.0 80.0 62.0 820 80.0 80.0 62.0 62.0 80.0 60.0 19 -1/8° 26 -1/2" 37" 38( /8 82.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26-1/2" 37" 53 -1/8' 74" 38 -3/8" (3) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 19 -1/8" 28 -1/2" 37' ; 8 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 820 BOA 80.0 62.0 820 80.0 800 26 -1/2' 37" 53 -1 /a" 74 50_8/8" (4) BZO 8Z0 BOA 80.0 19 -1 /a" 28 -1/2" 37" 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 60 0 62.0 62.0 80.0 80.0 19 -1/8' 28 -1/2' 74 -1/4" (8) 62.0 820 80.0 800 28-1 /2 ;' k. 74' 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 y' + - `� �` """6 $% �J 80.0 80.0 SERIES 515 AUIMINUM CASEMENT WINDOW (WAJ.)]fl TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 T. (954) 791 -4470 FAK (954) 781 -5078 30" 74- 1/418) 62.0 62.0 80.0 80.0 .6 62.0 "-5 67.9 67.9 18' 24" 30• 38" 24" (2) 82.0 62.0 80.0 80.0 48.8 48.8 48.8 ■ 48.8 62.0 62.0 80.0 80.0 26 -1/2" 37' 53 -1/8' 74" 72° (6) 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 82.0 65.4 65.4 62.0 62.0 80.0 80.0 48.8 45.8 45.5 45.5 18" 24" 30" 38" 36" (3) 62.0 62.0 80.0 80.0 32.7 32.7 32.7 32.7 _ 62.0 82.0 80.0 80.0 24' 38' 48' 80" 72" 24" (2) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 60.0 80.0 18" 24' 30" 36" 48' (4) 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 820 820 80.0 80.0 24" 38" 48" e0" 72° 36" (3) 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 18" 24" 30' 38" 80" (5) 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 82.0 80.0 60.0 1I • • • REV. PIM RE CMS MD. 82.0 82.0 80.0 80.0 24° 38' 48" 60" 72° 4.9" (4) 82.0 82.0 80.0 80.0 18' 24" 30' 38" 63' (5) 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 82.0 800 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 18' 24" 30" 38 72' (6) 82.0 82.0 80.0 80.0 24° 38" 48" 80" 72" 80" (5) 82.0 82.0 80.0 80.0 820 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 Y. 2 • 82.0 62.0 80.0 80.0 62.0 62.0 69.6 89.8 37' v 2 6 Ztd cf21dte y'eoo 80.0 58.0 58.0 58.0 58.0 ' § - 1 • { N0. OF ANCHORS PER JAMO 24" 36' 48° 60" 72' ar (5) 82.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 r 6 Of 82.0 82.0 75.2 75.2 e . a 4 •� --, t • 60.2 60.2 80.2 802 50.1 50.1 50.1 50.1 Legr, DR. HUYAYOUN FAR000 F1A PE 1 1&SS7 CAN. 3S3B 2 6 2008 • • • PRODU!!1' DEV 'I omm w86 the Raids • • • gptg� • Atoc aN• ':7 j�! .. .%1 a, , .... 1 • • Z.I1i Sri • • , i.. • • :, . 24" 38' 48' B0" 72° 72. (8) 82.0 82.0 80.0 80.0 82.0 82.0 87.2 87.2 80.4 50.4 80.4 80.4 40.3 40.3 40.3 403 drawing no • W06 -30 33.8 33.8 33.8 33.8 ()- No. OF ANCHORS PER JAMB (sheet 2 of 7 • 00000 • •••• • • �••• 0000 • • • •••• • •••• • SILICONE DOW CORNING 995 TREMCO TREMGIAZE 500 3/18' ANN. GLASS 080' INTERLAYER SAFETY PLUS POLYESTER .010• PET FILM 050' INTERLAYER SAFETY PLUS POLYESTER 3/18' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'A' SIUCONE GE RGS7700 3/16" ANN. GLASS 090' INTERLAY R SAFLEX LUG BY SOLUTIA 3/18• ANN. GLASS SILICONE GE RGS7700 GLASS TYPE 'E' SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/19' ANN. GLASS .015• URETHANE ADHESIVE .070" INTERIAYER SAF —GLAS' POLYCARSONATE .015' URETHANE ADHESIVE 3/18' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'B' GLAZING OPTIONS SIUCONE SILICONE DOW CORNING 995 DOW CORNING 995 TREMCO TREMGLAZE 800 TREMCO TREMGLAZE 500 3/16" ANN. GLASS 3/19" HEAT STREN'D GLASS 120' INTERLAYER UVEKOL —UO RESIN 3/19' ANN. GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 •il 1 rl 1� GLASS TYPE 'C' GLASS TYPE 'D' Eng. DR. H pp UU �MO��Uggggyy N FAR000 STRUCTURES CAN. 'I16 7 N 2 6 2008 • • • • • •• . ••.... • • • • •••••. •••• • •• • •••• • •c •••••• •� • • •• •• • •• • • I co re (63 8 My O 4 z�a= zo� z a SR 0 • • • 00000 • 6 •••••• • • PRODUCT REVLS9) • • t mmmYlyInB willipte Fl . Baca!?•- - - iJ••• I • S ••• • • ••• - ..•••• •� • •••.•• • *drawing no. W06 -30 sheet 3 of „7 • BUTT HINGE OPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE 0 _.:_ 4 III;^' ria/ ri Il riamw o ICI 0� !: I/4' MAX. 1/4' SHIM TYPICAL ANCHOR SEE ELEV. FOR SPACING' TYPICAL INCHORS SEE ELEV. FOR SPACING DO®® NT oPG. EXTERIOR 1 VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (Burr HINGE OPTION) 1/4• Max. 1/4' SHIM TYPICAL IGICHORS SEE MEV. FOR SPACING MIALII —OADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPCCN. ANCHOR SEE ELEV. FOR SPACING 111Y WOOD BUCKS: I/4' MAX. D.L OPG. VENT WIDTH SINGLE VENT WINDOWS (CONGEALED HINGE OPTION) 1/4• MAX. TYPICAL ANCHOR SEE ELEV. FOR SPACING D.LOPG. _ EXTERIOR Env: DR. HUMAYOUN FAROOQ STRUCTURES CAN. i 51368357 NINTRITVILK TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS JAN 2 5 1008 D.L DO®® NT oPG. EXTERIOR 1 VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (Burr HINGE OPTION) 1/4• Max. 1/4' SHIM TYPICAL IGICHORS SEE MEV. FOR SPACING MIALII —OADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPCCN. ANCHOR SEE ELEV. FOR SPACING 111Y WOOD BUCKS: I/4' MAX. D.L OPG. VENT WIDTH SINGLE VENT WINDOWS (CONGEALED HINGE OPTION) 1/4• MAX. TYPICAL ANCHOR SEE ELEV. FOR SPACING D.LOPG. _ EXTERIOR Env: DR. HUMAYOUN FAROOQ STRUCTURES CAN. i 51368357 NINTRITVILK TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS JAN 2 5 1008 0 FRAME 0 VENT 1.162 .640 ,500 .045 .ses 0 GLAZING BEAD 500 10 -•IL -.082 GLAZING TUBE IMPOST ITEM PART g ODANTCfY DROCRIPT7ox MATERIAL MANY. /SUPPLIER/REMARKS 1 GW37528 4 FRAME 6063 —TB — 2 6037526 4 VENI 6083 -76 — 3 GW37524 1 IMPOST 8063 —T8 — 4 714145 AS REDD. GLAZING BEAD 8063 —T6 — 4A — AS REED. GLAZING TUBE 6063 -78 — 5 #10 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SPAS 8 SW27713 — CORNER KEY ALUMINUM — 7 — — CORNER KEY (3 X 1 X .082' CHEVRON) ALUMINUM — 8 — — CORNER KEY (3 X 11/16 X .082 CHEVRON) ALUMINUM — 9 — — CORNER (CET (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM — 10 2230 AS REDD. FRAME & VENT WTRIPPNG FINSEAI. — 11 GW37521 AS REDO. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8' PH SMS) ALUMINUM — 12 GW37522 AS REOD. BUTT HINGE EXTERIOR (FASTENED W/ (2) #10 X 3/8' PH SMS) ALUMINUM — 13 23 -65-32 — R01O OPERATOR (FASTENED W/ (4) #10 X 3/8' PH SMS) — TRUTH 14 24 -11 -32 AS REOD. LEVER TYPE CAM LOCK (FASTENED W/ (2) #10 X 3/8' PH 5145) — — 15 21089 — STRIKE KEEPER (FASTENED W/ (4) #8 X 1/2' TN SMS) — TRUTH 18 30238 AS REDD. KEEPER (FASTENED 0/ (2) #10 X 3 /13' PH 5145) — — 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) #10 X 3/8' PH 5145) ST. STEEL AT SASH TOP & BOTTOM 18 SB001 /56002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) #8 X I/2' HEX H SD SCREWS) ZINC AT HINGE RAIL 19 — — — — — 1.978 1.878 .290 .125 CORNER KEY 1.375 2.121 I I 2.121 0 CORNER KEYS Esgrs OR ST/ FAR000 C $8387 • • • • • 000000 • 000000 ! •■•• •ISIS• I • •• •• I 6340 ells 0 • • •• • ••II•• PRODU.I' REARS, as complying aNStteeCE'fariAR • Mass Sods • Accepts.* No SO ►,7 -i �nitr� •13 2008 • •••II •••• • • ^� ISIS ••II• s • • • ISIS drdlring no. • 1N06 -30 1 (sheet 6of 7 FRAME CORNERS .Ertel: DR. HULAYOUN F`nnaoa SIRLICrURES FLA. PE it 1659? WIN. X38 AN 2520 00000 00000 oo •••• • ••..• ••.••• •. •• oo PRODU9f REV•u_' amPbm8with da • • Syrian lode AnePOeitoNo ' /i • R • 'GIB 8 • CC to 0 g ^o Pa 0 • • • I • • a drafting no. W06-30 (sheet 7 of 7) L °.� •••••• e • • 000000 0000 • • • •••• • •••.• 00000 • • • •••• • • • •••• • MIAMFDiADP COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •IyII 1I- DADECcVNTY, FLORIDA M' Tj.0 DADt FLA ,t1,�R•BI:ILOIAIG. 140 WEST FL'AGLER€TRFiE'r, soil! 1 §O3s MIAMI, FLORIDA 33130-154'3 (34) 3.75-2901 FAX (305) 375 -2908 '.wvkiutlddn co•deSii ing.tem • .. ; • :• • • • • • • :.• •• • Pompano Beach, FL 33069 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 (AH.1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested 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. y t i__ �5 € a'sa &s 3 ,a a 1Zi13 to Ro d t ®b r fl meats— . APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02 -12 -2006, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 04-0120.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. TM Window & Door. Co • • ••• • •• •S • • • •• •• �••. • • • • • • • 1•. • • :.. • •• • ..... • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS (transferred from file # 04-0120.01) • • • •• • • • : :'. • • •• . • •.. 1. Manufacturers die drawings and sections. • • • • • 2. Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05 /03 and laat rey:iis:d of.0 :s1.2- )O6J.. prepared by manufacturer, signed sealed by Kelvyn Whitfi�lcly �; F :. • : • • B. TESTS (transferred from file # 040120.01) •• • ' . • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loadmgper FBC, TAS 202 -94 aterIRsanee >'tA per _ 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 and TAS 202 -94 Along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional 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 aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS 1. Anchor verification calculations dated 01 -31 -2006, complying FBC -2004, prepared, signed and sealed by Kelvyn Whitfield, P.E. 2. Anchor verification calculations and structural analysis dated 12 -31 -03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. (transferred from file # 04- 0120.01) D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol ", expiring on 02/08/09. (Rev NOA #02- 0429.06 -UCB Chemical Corp). F. STATEMENTS 1. Statement letter of FBC compliance, dtd 01- 31 -06, signed by K. Whitfield, P.E. 2. Statement letter of compliance dated 11- 10-03, issued by Fenestration Testing lab G. OTHER 1. This NOA revises # 04- 0120.01, expiring May 13, 2009. 2. Test Proposal dated 10 -23 -03 approved by BCCO. 3. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw, Ph.D. t 5k i K.dA E -1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 5 1/2' MAX. TIP. AT comma 3e' MAX. VENT WIDTH 74' MAX. FRAME WIDTH If o /2 MAY 1W CONNERS il1/2' MAX. 41P. AT JAMS DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE NEGA + 55.0 PSF - 55.0 PSF 7/16' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 1/Y MAY H /Sla CORNERS 38. MAX. III MAY FRAME WM IS f I 14 2 /0' VENT WIDTH III r'- '7=i3 • v... v 1-13. 1 illitlaT 1 II�- . 32 1/2' MAX. .5...�� O' MAX. 9' © �a F DLO. X 0 I i Lit x I iREEF i g 14.1 °= L T1 � N'.AT JAMB J ZE3K`,N .O.RE'SBURE4STEEL;: REINFORCEMENT; BIN 87 - SILLET1SER 7/16' OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 i NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 1300 -02 (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.02 OF FBC EDITION 2004 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2' • 1' -0' GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995. AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/16' OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL -UQ. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455' PENETRATION. USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX/X0 (±55.0 PSF) OR OX /X0, XOX (*90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENED SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REQUIREMENT: NO SHUTTERS ARE REQUIRED. 11. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONES. 12. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. PROBUGTBLVI9ID meigemtatedaael Lw 44, Otago. • • • •• • •••••• • ••.• • • • • SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT ••••• • • • •••• • •••• • ••• •••• • • • ••• SHEET 1 0F6• 3 ..: •--1- • 1 5/1 x 1/4° WHEEP HOLE ONE AT EACH SIDE OF SILL OVERTICAL SECTION 2 (-2 -JAMB 2 (LOCK SIDE) . CROSS SECTIONS ( ±55.0 PSF) EXTERIOR FRAME WIDTH c32 3 MEETING RAIL (ALUM. REINFORCEMENT) 0.120° UVEKOL S LIQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16' ANNEALED 3/16° ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD GLAZING DETAIL SCALE: FULL SIZE O2 4 JAMB (FIXED SIDE) PIDUCTREVLSPD / m$,h1I wine Die PMeYa MMus Code Aeceinexce No 060`032g4)L ExpleatIon 1, •I coelloi •. •• • • • • ••••.. •• • •••••• •••• • • .• • Gael, • •• •••jwe Fag 0 • • ' • ••• • • • • • ••• F. 1 ITFIELD, P.E. FLORIDA -CERTIFlCATE NoS241411 • • LARGE MISSILE r • 1 • 01 1 •• • • ••• • 0•• • • • ••• I(.•• ••• DRAWING No.. • • ' S805;I • • SHEET 2 OF ` • • • •••• gg F 2 JAMB 3 (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) EXTERIOR FRAME WIDTH MEETING RAIL 3 (STEEL REINFORCEMENT) 4 JAMB 3 (FIXED SIDE) 805 ALUMINUM U, w ww N HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT 5 JAMB 3 (LOCK SIDE) EXTERIOR FRAME WIDTH 0 MEETING RAIL (STEEL REINF.) 7 MEETING RAIL 3 (STEEL REINF.) 8 JAMB 3 (L•OCK BIDE) • 0.100" SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120" UVEXOL S UOUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/18" HEAT STRENGTHENED menucrawsio 3/I8° HEAT STRENGTHENED SIUCONE BEAD DOW CORNING 995 GLAZING BEAD •• • • • •• S. • • •••.•- • • •• ••• • • • ••• • ••• • Aectosio. '.OZ A'71L7L' , -- BITE 5 • Ac �c .455" GLASS •• • • •• • 3 I VERTICAL SECTION GLAZING DETAIL SCALE: FULL SIZE • • • •• • •• 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4° MAX. STIFF METAWC SHIM 1 x 3/4 x 1/8 x 4" LONG, PRE- DRILLED & FACTORY INSTALLED ALUM. CUP (ITEM #33) AT FRAME HEAD ONLY, 23° FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO $10x1° PH. SELF DRIWNG SCREWS (TYP. FOR ALL APPLICATIONS) ELCO 1/4 °0 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM #33) ELCO 1/4 °0 HH. TAPCON (MUST PASS THRU SILL CUP. ITEM #9) 12° LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CUP ADAPTER (ITEM #9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPLICATIONS) ELCO 1/4 °0 NH. TAPCON (MUST PASS THRU . a ITEM #33) TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 11//4° 1 BY P.T. WOOD BUCK. (TO BE EMBED `I ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL CO 1/4 °0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE TO ENGINEERED SEPARATELY ALUMINUM: 6053 -T5 ALLOY MIN. ALUM.: Fy = 23 1(51 MIN. STEEL: Fy = 33 KSI MIN. (STEE OR ALUM. 1 " MIN. THICKNESS) Ire d1 1J ELCO 1/4 °0 DRILL-FLEX rep `�I (i GRADT° MAX. E 5) SELF DRILLING SCREW. FF METALLIC SHIM IM H 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4° MAX. STIFF METALLIC SHIM ELCO 1/4 °0 MM. TAPCON TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL 1 1/2° MIN. EMBED. ELCO 1/4 °0 FH. TAPCON 1/4° MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE 11-----. -m ,: ,,, 0 ,, r, ELCO 1/4'0 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 8083 -T5 ALLOY MIN. ALUM.: Fy . 23 KSI MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) PRODUCTUiNI8X0 rw Rg I ihtrfl ik iAdJiBAd+ • • • • e Aril •MaseM 0 COL• �yrnedes ac�a�`%• • • M�hwi�ee • ELCO 1/4 °0 DRILL-FLEX (GRADE 5) SELF DRIWNG SCREW. 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) •••• • • s. HORIZONTAL LARGE MISSILE • ••• •• • • ;2 '66 • • ••i• • • IffLyy� P.� • • s FLORIDA+ UERTI TE No.�4140 • • •••• ••• • • • ••• • SHEET 4 &I • J• • iv i 1062 172. rat I- 1.437' -+4 m' �- ITEM® ITEM® TM -131A FRAME JAMB (FIXED SIDE) TM -132 FRAME JAMB (LOCK SIDE) TM -130 FRAME HEAD TM -133A FRAME SILL BASE - 1.406' •.- see" TM -134 FRAME SILL TOP 2.312' 1.750' TM-137 TM -137 FIXED MEETING RAIL ITEM QUANTITY PART No. MATERIAL DESCRIPTION LOCATION 1 1 TM -118 6063 -T6 ALUM. 3 1/8" LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 TM -133A 6083 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM- 130 6063 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE. *55.0 PSF) WINDOW SIDE FRAME 6 1 TM -132 6083 -T6 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *90.0 PSF) WINDOW SIDE FRAME 8 I TM- 134 6083 -76 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM- 135 8063 -TB ALUM. FRAME SILL CUP ADAPTER (12' LONG) WINDOW FRAME SILL, AT EACH INTERLOCK (ALL UNITS) 10' 1 TM- 138 8063 -T8 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 I TM- 137 8063 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME 12 2 TM- 138 8083 -T8 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 I TM- 139 6083 -T8 ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT 14 1 TM- 140 6083 -T8 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 /CITE -VENT TM -141A 6063 -T8 ALUM. EXTRUDED GLAZING BEAD ( ±55.0 PSF) WINDOW GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270' x .220° HIGH FRAME POCKET JAMB 17 (1) STRIP W43371 WOOL FIN SEAL WEATHeIXa1WP -.187" x .370° HIGH FRAME POCKET JAMS/VENT SIDE RAIL (LOCK SIDE) 18 (1) STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187' x .200° HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL 1 7/16" x 718" x J2" FINSEAL PAO FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2/VENT --- PLASTIC /BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT - -- 6083 -T6 ALUM. .540" x .740' x .063" GLAZING BEAD ( ±90.0 PSF) WINDOW GLASS PERIMETER (0X/X0, XOX *90.0 PSF) 22 2 - -- GLASS 7/16° OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 23 2 OR 3 - -- GLASS 7/16" OVERALL LAM. H.S. UVEKOL/SENTRY GLASS WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 24 AS REO'D 995 SIUCONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER 25 SEE ELEV. - -- STEEL /PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 28 2 /CLIP --- STAINLESS STEEL #10 x 1/2° PH. SMS. _ VENT HEAD WINDLOAD CUP 27 10 - -- STAINLESS STEEL #12 x I" PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STAINLESS STEEL #10 x 1" PH.SMS. (ASSY) VENT CORNERS & TOP /BOTTOM INTERLOCKS 29 1 - -- 6063 -TB ALUM. 3 5/8" x .062" SILL RISER (XO /OX, XOX *90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR 30' 1 /INTERLOCK - -- 6063 -T8 ALUM. 1" x I' x 1 /B" THK. REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX *55.0 PSF) 31" 1 /INTERLOCK - -- STEEL A -513 (11 GA.) I° x I° REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX, XOX ±90.0 PSF) 32. 2 /INTERLOCK --- 6083 -T6 ALUM. 1" x 1/2' x 1/8' THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX *55.0 PSF) 33 I/VENT TM- 154 6063 -78 ALUM. I' x 13/16" x 1/8" x 4" LG. WINDLOAD CUP FRAME HEAD, ABOVE EA. VENT, 7' 0.0. OF MEETING RAIL 34. 2 /INTERLOCK - -- STEEL A -38 (11 GA.) 1" x 1/2° REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX, XOX *90.0 PSF) 35 (2) STRIPS W31175 WOOL FIN SEAL WEATHERSTRIP -.187° x .175° HIGH VENT TOP & BOTTOM RAILS NOTE: (•) DENOTES FULL LENGTH 2.312' L1.715' �1 TM -140 MOVING MEETING RAIL TM -139 SIDE RAIL (LOCK SIDE) TM -138 TOP AND BOTTOM RAIL 1.58' .35Th .062' TM -118 VENT LATCH LOCK TM -135 SILL CUP ADAPTER rj 077' TM -138 SILL TRACK ' t i- JA25'�+i • �.• • • rrEm SILL RISfijX• • PRO8UCTMV •••••• • • -�i A23- u111e� 1a� • •• N 1 SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT •• TM -141A EXTRUDED GLAZING BEAD 0 • • • • • • • • • 4 Mika •• ITEM GLAZING BEAD ANGLE • • • •% rise or • RESIN WH M TIIELD, P.E. °•• FLORIDA IBRTIFIOITE No.24140 • • • •••• • • • •••• • • 805-6M SHAD' • - •••• ••• • • ••• •••• • • • •••• • ••• #10 x 1" PH.SMS. #10 x 1" PH.SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS 812 x 1 1/4" PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL iselrlr n oL Aralfliala STILE SHOWN FOR OX APPLICATIONS. REVERSIBLE ON XO APPLICATIONS. #10 x 1" PH.SMS. ASSEMBLY SCREWS SERIES 805 ALUMINUM #10 x 1" PH.SM . ASSEMBLY SCREWS HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT #10 x 1" PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL FIXED MEETING RAIL CONSTRUCTION DETAIL #12 x 1 1 /roi16Y 06.ASSEMBLY St:IEWS• FIXED VENT CORNER CON9`rRU €PION DETAIL • (XO /OX UNITS t90•PSF)• • • • • ••■• • •. • ••• • ••• • • ••• •••• Florida Building Code Online rammossaftwammas • Page l of 2 •• • .•. • • •.. • •' • • • • • • ••• • • • . • 1305 Home !Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Fads I Publications ' FBC Staff BUS Site% lap Unio S®ech• Product Approval USER: Public User ProAtrafspRRfYal eru > Prr lq t or pplltatim earth > 9pplica.tIpnJJ4st > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Revision 2004 Approved [] 63 52 ave' pompano beach, FL 33069 (954) 781 -4430 Ext 14 smetzger@tmwindow.com Humayoun Farooq hfarooq@bellsouth.net ••• S. ••• ••. :.. •• • • . • • • ••• •• '• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer vl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Humayoun Farooq developed the Evaluation Report Florida Ucense PE -16557 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date Validated By Mian A Hamid, PE lL] Validation Checklist - Hardcopy Received Certificate of Independence FL6480 R2 COI 8 Alum Flxed Wdw (LMI)'- CI 2,pdf Referenced Standard and Year (of Standard) Standard Year ASTM E283 -99 1999 ASTM E330 -02 2002 ASTM E331 -00 2000 TAS 201 - 94,203 -94 1994 TAS 202 -94 1994 Equivalence of Product Standards Certified By httn: / /www_floridahnildinsr nry /nr /nr ann dtl acnx9naram =waPV3 lurtlln„MT PRPOCrtilrA 1/1 MAN) Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2007 10/16/2007 10/24/2007 12/11/2007 ▪ • ... Page 2 of 2 • •:... • • ▪ • • • ••. . • • • .•••5•• • • •.• r • • • • •• • • .• • • • • •'• • : ; . . • • • • • • • • • •• • • • • • • • •. • . i .•• •• ••• •• • ••• • • • • • • • S. • • •• • • • 0•• •.• • Summary of Products FL # Model, Number or Name Description 6480.1 Series 338 Aluminum Fixed Window Large missile impact resistant aluminum fixed window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +95/ -140 Other: See charts on drawing W06 -18 for span vs. load combinations and installation details. Installation Instructions EL 8 L82_II 3 AI_S!sn._Eixed Wdw (LMILW 18 .3$ 2.170 Verified By: Humayoun Farooq PE #16557 Created by Independent Third Party: Evaluation Reports EL64$0 R2 AE 3f Alui Find Wgivq.UM =28it 2pap if Created by Independent Third Party: Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414-8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: httn : / /www.floridahuilding.org /nr /nr ann dtl -asnx? naram= wfF.VXfw DiinMT.PRR9SnwA 1/1/7(VIA Detailed Product Manufacturer:. Model Name: Maximum Width Maximum Height: Maximum Load: Reference Drawings `# W06-18 •e • • ••• • • • ••• • • • •• • .• '�• • • • ••• • • -• • • •• • • • • • • 420Q CORP° WOO. ENGINEERS. PLANNERS & PRODUCT TEtolA :'. • • PRODUCT APPROVAL EVALUATION. •... .. •.• • • • t�:. x; #• •• . te: >7b/i6:- •' This complies with the High Velocity Hurricane Zone (lUVI ) testing requirements. The above .maximum parameters do not occur simultaneously. See charts on drawings for combinations of span vs.. loads. rid torT Tests (Tested in accordance with AAMA 101/I.S.2/NAFS -02/ TAS -202 A E283 -99 ASTM 031-00 OR ASTM 547-00 Sc TAS 202 ASTM 8330 -02. & TAS 202 AAMA13025-76 & 1303.5 =76 Air Infiltration Leai Fenestration Testing Laboratory, Inc. 11/06/01 05/22/03 FTL -2 2. F11.;.3803, 2; inter Pent rtt ! Fenestration Testin Laboratory, tic.. Uniform Static Air Press- Fenestration Testing Laboratory, tom,. American Test Lab of S: FL Forced Entry Fenestration Testing Laboratory, ice, ._.. 11/06/01 11/06/1 05/22/03 Q7/067 01 /28/03 00124/02 II/06M -27*2 1 TLr3$03 A.TL 08Ot03 02 AT 0 :i0.02 02 FTL- Comcve analysis used Ni) As per $uie Ines for 11V11Z Sa t lemental Tests crested in accordance with TA 401 and TAS-20,3) LOtAT1 l' flc t 4S!(.2 (TA 201&203) M Impact Cyc l is onestration Testing Laboratory. lne. 1I. I 05/22/03 07/06/07 can.Test Lab o(S.FL: 01/210 ..... FT L,27 FTL-3801 FTL 5276' SQG t-02': Under the lintitatirms of the a ch gs, to the best the above wiitdowtdoor product conforms to the requirements o 'i o '4413064 Code. Evaluation Report Engiine er: Dr. Hunter=. Farooq PE # 1.6557. Al- Farooq Corporation RB # 3538 M IA M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) •I I, •;• ••• • •• ••• • • , • • • S ••• • ' • • ••• MIAMI-DADE COUNTY, FLORIDA �15ADE 1 .AGLb' . BUJLDING ' '' � , SUM i6 b 140 ��A 313, -1 i (305) 375-2901 FA (305) 3175-S90$ •••• • • O �•• •'• :•• • •• • • • , • ••• •• • •• O q • • • • • • • • • • • ••• •• • 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 the BCCO and accepted by the Bur3.ciing Code and Product Review Committee (BCPRC) to be used in lVlrami. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The BCCO (In Mani 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. BCPRC reserves the right to revoke this ate, if it is determined by BCCO 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. 1,1,0w to APPROVAL DOCUMENT: Drawing No. M04-05, titled "Aluminum Tube Mullions," sheets 1 through 7 of 7, prepared by AL-Farooq Corporation, dated 05/02/04 revision "A" dated 07/13/04; signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and ap rravai date by the Miami Dade County Product Control Division. LABELING: Each unit shall bear a permanent label with the marufacturees 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 pteceded 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 jab site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. , Director, BCCO TYPICAL WINDOW FRAME TYPICAL GLAZING PRODUCT THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT .8EMS/ILLfa.ALLIMINLAULLegjoiLugas USJND MULLION pROPERTIES ONLY ' THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA RUILDINS CODE AML AONS MUSTMG BUILDING INFILTRATION, F MOE ORCED ENTRY THE WWOOD S OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMI tMERT TO BASE MATERIM. SHALL BE BEYOND HALL MERINO (STUCCO, 10.E ETC,). ANONORINC 00NORIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF RES ANIMAL ALL CONCRETE STRUCTURE TO BE 3000 PSI MTN. STRENGTH. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. OOR PAINECOE I LOAD REQUIRED PER ASCE 7 FOR PAARRTTI OPIDSHO. use APPROVED GLAZING PRODUCTS Mecum MOVE LOAD USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR 1YPES ON SHEET b THRU 7 AND ANCHOR CHARTS =LA S ON SHEET 4, SSFCT ANCHOR 1YPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. 1117_.1 9T'EP 2 SICEJ STEW_4 6000 3000 4.000 TU ALLOY SHAPES13 MULLIONS CONTAINING TYPICAL GLAZING_ Pgopt)QT$ HORIZONTAL OR VERTICA(, SEE WINDOW OR DOOR APPROVAL, FOR FASTENERS SCES AND SPACING • • • • • • ptOrcommetr F46 •6'10807 JUL 1 6 2004 • • •• •• •• •• •• • ••••• • • • 00000 • �•••• • •• ••• • • ••• • • • • • • • • • • 2.2.*°°% 129 120 1 X 3 STD. MULLION 898.1-re withtke ANGLE clP, 8083 -T6 MLI (.L +N QLIP 8997 -TB tug . Futter ,IIIL 1F 7004 • • • •• • •••••• • •••• • •••• •••••• • • •• •• •••••• • • • • • • • • •• • • •� •• • • ••• •• • • • • • 00000 .• • 00000 • •• • ••• • • •••• • • • •••• DESIGN WAD CAPACITY - POP (TUBE EMMONS) DESIGN LOAD CAPACITY - PS8 (TUBE MULLIONS) DESIGN WAD CAPACITY - POP (TUBE MULLIONS) WINDOW DDSS. 1%9 o. 4 2X4 1-1/2 X 4-I ,M s 8 axe WINDOW DIMS. S-rDa 1H' I , �D4' 1-2/2 CUB7`OM SIDe HEAVY STD. STD. STD4 1 -1/2 CUMMI STD. REM Wan 04) 6 AN WIOIH (V9 MULL SPAN !AU SPAN 19 -1/8' 28 -1/2' 30' 37' 42' 48` 54' 38 -3/5° 140.0 180.0 180.0 180.0 150.0 100.0 19 -1/8' 28 -1/2' 30' 37° 42" 48' 04" 150.0 150.0 19 -1/8' 28 -1/2' 30" 3Y 42' 48" 84° 80' 88' 72' 120° - 37.9 583 123.5 150.0 150.0 150,0 150.0 150.0 180.0 150.0 150.0 53.8 115,4 150.0 150.0 150.0 - 27.3 39.9 85.3 111,0 180.0 180,0 180.0 180.0 130.0 180.0 150.0 47.6 101.9 len3 150.0 150.0 - 24.1 383 709 98.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1"";- 52.8 120,7 150.0 150.0 - - 25.8 84.0 75.5 148,1 180.0 180.0 180.0 180.0 150.0 WEIAIEZAEMII 100.0 - :113.1111111111 - - 1111311111111111 289 701 rrsz 150.0 180.0 150.0 151,0 '? :, IEZFA 83.7 WIIIIII 1800 oO 160.0 439 :I CIA 112.5 180.0 160.0 150.0 150,0 1900 150.0 WIIIIIIMIIIMEM 23.8 61.0 1,11, 4 . 150.0 160.0 100,.1 00.1 60° 65° 180.0 Kai 160.0 180.0 180.0 160,0 :_: 88" 7 2 " a 160.0 160.0 - - - Ian 49.0 140.9 Etta 180.0 160.0 ginal 150.0 150..0 150,0 21.8 48.3 150.0 160.0 - - - 38,9 Enli 810 7 2 ' rani 150.0 L I : 2 1 1 82.0 138,8 180.0 M - 19-1/V 20 -1/2' 30' 3r 42" 48" 54' 80' 80 -8/e' 180,0 160.0 160.0 150.0 150.0 160.0 19 -1 28 -1/2" 30" 37" 42" 40" 54° 80' or 72° 54° IXII ,$ 110.4 150.0 NO 150,0 19 -1/8" 28 -1/2` 30" 37" 42" 48' 94' or or 72' 132' MN PI - air a3, EEO 30.0 WIIIIIIIIEZEIBIlall aziararrcra 1121111:211WIMEMII 11111111111121111 93.0 87.1 111111117.111 • CIA 180.0 150.0 150.0 150.0 160.0 78,7 Inn 150.0 130.0 150.0 160.0 180.0 160.0 150.0 150.0 180.0 32.9 70.4 1028 150.0 150.0 160.0 121.6 15.0 180.0 150.0 150.0 180.0 Errs 23.4 57.1 t 150.0 1500 150.0 1099 107.1 180.0 150.0 180.0 1800 160.0 30.3 ION 160.0 180.0 150.0 OEM MIMI 03.7 180.0 1900 150.0 140.0 150,0 209. 44,0 E1EI 150.0 160.0 180.0 1600 160,0 150.0 150,0 1101111E azi 111EINEZIIIIIMENTIAIMEE110111 EE 62.0 87.1 Ina Iola 118.0 100.0 1504 - !' WZIIIIIMII 75.2 78.0 143.1 t900 160.0 150.0 160,0 140.8 150.0 - irrimmorssa 11Z11 81.5 or 72° trim IMIIIECEIIIIMAE2311 130,1 190.0 two I50,0 104,6 128.0 120.0 M 270 1500 ICI. M MN 30.7 IEDEW 160.0 19-1/8 28 -1/2' 30' 37" 42' 48' 64 86"' 72' EMI 1800 150.0 150.0 150.0 18.1 T 26 -1/2" 30" 37' 42" 48' or 80" 85 or Elm is= 74.0 1051 Kali 180.0 160.0 18 -1/8" 26-1/2' 30" 37' 42' 48" or or 68' Y 144' 1111:1111111311® limiliza 32.0 11.5 88.0 102.0 150.0 Emci 150.0 1600 63.4 75,0 150.0 180.0 180,0 III= �� !3.113111111:111 011011111112111 ^ - - 112311111111FA 20.4 1121, • '�ri 37.0 206 : .34.3 46.0 II ,118.0 89:1 150.0 160,0 151.0 180.0 02,0 150.0 150.0 1009 1049 73.0 EMU Emil 1384 180.8 180.0 140.0 11=1111001111 !' - 50.8 125.0 150.0 1800 Ill 1600 1500 180.0 ,uarnm Ian 120.7 150.0 1504 1509 O 290 IIMIHICIIIIIIIA 1500 1 800 Wini 150 0 160.0 EMI 11C11111117111M11 111211 23.0 EEED2111 85.8 106,4 190.0 ° mis„mmos :11.11 - 111011111:1111 204 ma 22.8 20.8 rill wmazza 1504 EMI 1504 MA4 82.1 EIIIIWZIOKEEll 1500 1004 IIEN111721111M11 A= 25.7 70.1 BMA 150.0 rzarrs WZA 51.6 IIMI two EMI WillIEZAIMA 1S -I/8' 16 -1/2' 30" 37° 42" 48' 54" 80" 88* 72' Ill 83' IIMI 151.0 CIE , 160.0 ' E» ' 12 -1 28 -1/2' 30" 45' 54° 80 89' 7,.• STEICEINEZ11 11:1111EI - ME ice 10111U111 Za9 WITIIWIAYCIA : 1910 180.0 EMI INGSAISM 1101120NDL KU inammi 15000 180.0 E'll 150.0 122.8 Mil 100.0 C.!J IMIIKEEHLIN IE 150,0 180.8 1500 100.0 160.0 150,0 160 0 100.3 EMI 99,1 160.0 1500 VIM 1509 1500 1504 1500 150.0 - _ _. Ina Ca ' Pna `;`;` . DUCT Aga trial. 61.029E PRODUOT Inn 1043 15.0 180.0 20.7 '.0.2 1E911121111 150.0 l._. 0 M w Erannallinli OCIIIEDE1111211 289 1800 I 1604 1604 I L IIE "' 111:1111•sl - - WOUll 80.1 74.7 137.3 • • • • E 1000 CEN 100.0 04.1 1011E711 91,2 I IL!1 �� 82.0 40.2 r r 160.0 �� 46.1 1030, /119IE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY 0 HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) •••• • • • • • • ••••• • • TYPICAL MULLION ARRANGEMENT$ MULLIONS WIDTH (W) a WI W2 E581 90. es •114 PE (_.8657 • •• •• •• •• JUL 1 6 2004 •••••• • • • • • • • • •• • •• ••• • • •••• • ••• • • ••• •••• •• •••• •504 - 4 •6P 150.0 1600 150.0 100.0 • r 117ND011 DINS. WIDTH (W) MULL SPAN 18 -1/8' 28 -1/2' 30° 37' 42' 48" 54° 60' 88' 72" N LOAD CAPACITY - PS? ANCHORS TYPE A2 44 B2 54 150.0 180.0 1800 150.0 138.4 160.0 150.0 160.0 119.9 150.0 1800 150.0 97.0 150.0 150.0 150.0 86.4 150.0 150.0 150.0 36 -3/8' 74.7 149.8 150.0 160.0 09.4 132.9 147.6 160,0 19 -1/8° 29 -1/2' 30" 37" 42" 48' 34° 50' 88' 7Y 19 -1/5' 26 -1/2" 30' Sr 42' 48' 84` 00° 48' 7 19 -1/8" 28 •1/2° 30' Sr 42' 48` 04" 6D' 05" 72" 50 -5/8' 89.8 110.8 132,8 1500,0 54.4 106.7 120,8 100.0 49,8 994 1104 160.0 142.2 1800 108.0 160,0 150.0 96,5 150.0 150.0 160.0 160.0 150.0 150.0 147,0 150.0 130.0 64.7 05.7 60.4 444 129.6 113.3 100.7 904 143.8 126.9 111.9 160.7 150.0 150.0 150.0 160.0 42,4 150,0 75.6 150,0 03° 120.0 46.0 76,4 02.0 649 47.6 424 304 100. 1500 160. 150.0 150.0 150.0 124,0 109.3 95.0 85.0 705 69.5 1379 121,4 100.2 94.4 NEM 180.0 180.0 150.0 150.0 EiEEE! rah Kara Ei 150.0 ERIN 145.7 1505 160.0 541 118.1 131.2 150.0 02.0 104.1 115.6 1605 465 91.0 101,1. 180.0 404 WA 648 150.0 344 724 80A 1004 341 80.0 73.6 147.1 3104 60.7 644 154,5 • r • ,. DESIGN LOAD CAPACITY PEW WDHD071 DIMS. WIDTH (W MULL SPAN A2 19 -1/8" 98.9 28 -1 /2' 70.0 30' 819 37" 60.1 42" 44.1 48" 74 -1/4" 38.0 54' 34.3 60' 30.0 68' 22.1 72' 25.8 ANCHORS TYPE A4 82 H4 180.0 150.0 150.0 139.9 150.0 180.0 123.6 137,3 160.0 100.2 111.3 150.0 894 08,1 160.0 71.3 86.5 150.0 68.7 78.3 150.0 61.8 68.7 137.3 58.2 82.4 124.8 514 57.2 114.4 19 -1/9' 2e -1/2' 30.' Sr 42'. 48" 54° 60' B" 72' 19 -1/5' 29 -1/2" 30' 37' 42' 45° 54' 5' 5a' 72' 10-1/8' 26 -1/2' 30' 37" 42" 48° 84° 60' 88' 72" 84' 56.7 15.0 160. 150.0 61.8 123.7 137.4 150.0 54.8 44.3 38.0 34.1 30.3 27.3 108.3 66.6 121.4 95.4 80,7 75.9 87.4 60,7 78.0 65.3 80.7 24.8 84.8 49.7 160.0 150.0 150,0 160,0 95' ??6 75.0 64.1 479 35.0 34,1 29.0 20.8 238 45,5 1500 108.2 905 77.6 543 09.8 03.1 474 19,9 108" 889 133.3_ 41.1 424 880 94.4 349 99.9 70.5 30.3 007 67.4 atl5 43.1 59.0 23.0 47.2 02.4 21.2 42.6 47.2 38.8 42.9 98.2 65.2 804 150,0 1204 . 106,2 58.1 75.9 68.4 500 53,1 48,3 44.3 149.1 100.9 1349 1111,4 110.3 101.1 150.0 150.0 150.0 1600 150.0 132.4 110 l3.e A p 1 585 150,0 160.0 160.0 1640 1344 118.0 104,9 94,4 85.5 35.4 MIL ANY ANCHOR CONDMON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) $9.3 _ 98.7 ANCHORS DESIGN LOAD CAPACITY - PEF WINDOW DINS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 84 .10 -1/8" 28 -1/2' 30" 37' 42' 48" 54° 00" 00' 72' 19 -1/8' 28 -1 /2' 30" 37" 42' 48' 64" 60' 66' 72' 800 120.0 133.3 150.0 43.3 86.6 88.2 150.0 120' 38.2 31,0 27.3 23.9 21,2 _ 132" 64.5 39.4 34.8 249 21.7 50.0 30.1 31.9 248 22.8 19.9 alb 76.5 82.0 54.8 47.8 42.8 38.2 34,8 31.9 109.1 78.7 89.5 08.4 49.7 434 3&0 34.8 31.6 29.0 85.0 08.9 60.7 83.1 47.2 42.5 38.0 35.4. 1214 87.4 774 02.0 58.2 45.3 42.9 359 -35.1 100.0 72.2 03.7 51.7 489 309 36.4 31,0 29,0 00.1 70.4 07.4 80,0 44.3 39.3 35.4 180.0 137.8 121.4 103,2 94.4 880 77.2 70.8 160.0 150.0 150,0 120.2 110.3 90.6 56.6 77.2 704 84.4 150.0 150.0 141.0 114.0 101.1 80.5 784 70.8 64.4 WIDTH (W) a WI + W2 I • 1 1 • • I J I 1 -1/2' MN. 1/4' HIM KWUC CON U 1 -1/4' MIN. EMBED IMO MASONRY 2 PER CUP (1 ON EACH WINO) 1 BY WOOD BUON //22 1/4" HA.TI 1C1/1K CON 1 6 1� 2 1 PEA OUP (1 ON EACH WINO AvAir.e.r•V prwori nos 1/4" HIL11 KW CON II 1 -1/4' MN. EMBED INTO MASONRY 1' PER ANGLE ILI 1 -1/2° MIN. 1/4' HI611 KW CON U 1 -1/4' MN. EMBED INTO MASONRY 2 1/4' 4 PER CUP (2 ON EACH WINO) 1/4' HR1I KWIH CON U 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE ROAM #14 SII$ 1-3/i PERANGLE 4" 0.0. Att1. 2BY YAHOO BUCK WOOD STRUCTURE i 1/4" HIL11 WAX CON U 1 -1/2" MIN. WOOD p 1 PER Ah 22X2NIB' ALUM FLOATING CUP ��yygg 2 PER14AN16.E 0.0. MM. ANCHORS TYPE 'A2' 2AK2x1a` 1° MIN rum plow. -41.0 WOOD SUCK 1/4' KIM KWIK CON II 141/ OUP (2 PER 014 EACH WKS. ALL CUPS TO FIT SNUG IMO TUBE MULLIONS. TAPOON$ MAY BE HEX OR FLATHEAD. riat WOOD BUCK OR WOOD S FLOATING CLIP 2 PER ANGLE 1 -3/4' 0.0. MIN. FOR 3' TUBE TR FOR2-3/4" U. OHETUB 1/4" HIL11 OW CON U 1 -1/2" MW, Y10002 ANGLE ALUM2ANGLE lo • FLOATING OUP #14q SAS 2 Pa 1 -3/4' C0,0. MMIN.. TUEM FOR r FOR AUK. 111UIR%I c ;i s TYPE 'A4'. STL6ICTURSB FLA. PS:'# IQ667 JUL 1 5 2004 Pak • num . • • • ALUM AN • • • • •••• a • •••• ••i••• • •• •• ••••.• • • • • • • • • • • •S. • • • •• • • •• • • • of 7 • 0000 • •••• • • �••• ••.• •• • ••.• • 7 * I • 2 -1/2' MIN. 1/4' WELL MX CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1/4' HILTI KM CON I 1 -3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 1 -1/2' MIN. 1/4' HIM KWIX CON U 1 -3/4' MIN. EMBED INTO MASONRY 21/4' 4PERCUP(2ONEACHWTNG) T♦ • I a (" I I 1 -3/4' MIN.1 /E4BED INTO MNRY 2 PER ANGLE NC °ID% CONCRETE FLOATING CLIP 2 PER ANGLE 1 -3/4' Q.C. MIN. FOR 3' TUBE 2-3/4' 0.0. M N. FOR ALL OTHER TUBER FLOATING CUP 2 PERt 1-3/4'041 MIN. FOR 3' TUBE 2 -3/4' QQ..O. NIN. FOR ALL OTHER TUBES 2M2x1S' ANCLE 1/4" HILT *K CON II 1 -4/ 4' MIN. EMBED S INTO 2 t (1 E MASONRY CCOONCRETE 2 t/2' MIN. 1/4' KILTI FMK CON II 1 -3 4' PIN BEO INTO MASONRY 4 PM OLlP (2 au EACH WING) ANCHOM TYPE '84' ALL CUPS TO PIT SNUG INTO TUBE MULLIONS. TAPCO S MAY RE HEX OR name. MEW ANCHOR A Loma, ON MUWCN CLIP ANCHORS 'TYPE '82' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHOLE MERtACRYIATE LACQUER. •••• • • •••• 000000 • • OOOOOO • • • • • • • • • • • • • ••••• • • • OOOOO • 00000 • • • • ••• • • ••• • " a • METAL STRUCTURES (31EEL OR ALUM. 1/8' MN. THICK) #14 WS OR 1/4' TENS STEEL ' s SO35 NW S MN. 4 PER CUP (2 ON EACH WINO) • • f 14 S.M.S. 1/ CHANNEL TUBE MULLION ANCHIO84 TYPE '84' 1 PE R1 ANGLE 1 -3/4' 0.0. WIN. FOR 3' TUBS FOR ALL OTHE0RTUBES 810 F.H. 2/ WOE 1/8' THICK ALUM EL� LENGTH SNUON WOE MUWON KS WY BE TO OF OUp ANC E L " NSIALUATION CAULK 401NT AFTER ASSEMBLY 400E55 HOLE #14 PER CUP 1 -1/2' 041. MIN. • THt$ SCREW INSTALLED OO RE011CNN #10 OUP 1' 0.C. MN, 1-3/4" K 2' K 1 /E' (FOR 2 3/4" N 2' X 1/8" FOR (1 OUT TO FIT SNUG 1N$ ANCHOR pEr4Iq, #.1 METAL. TO ME'TA1. CONNECTION USE CHARTS FOR ANCHOR TYPE '84' TO WRY CAPACITY Otr bDNNECTION SEE SHEET 4 OF 7 FOR ANCHOR ONARTS R PL Pt C '31128 AN. JUL 1 6 7004 • • • • ••• • •••••. • • •S...• ••••• • •••• • • • ••• ..• • •• •• • • • ••.••- • • • • • • • • • • •• •• • • • • • 00000 ••••. • •••• • • •••• • • •