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WS-06-2676Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 f''<I ''''' Inspection Date: 11/08/2007 Inspector: Rodriguez, Jorge Owner: PUMO, RUTH Job Address: 1500 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHERN WINDOW TECHNOLOGY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050350020 Lot: Phone: 305 -253 -2560 Building Department Comments INTALL NEW IMPACT FIXED WINDOWS, CASEMENTS, HORIZONTAL RULLERS AND SLIDING GLASS DOORS Passed . Inspector Comments CREATED AS REINSPECTION FOR INSP - 30919. CC angelique cancell the inspection 10/17/07 i 1- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, November 7, 2007 Page 2 of 2 Miami Shores Village 06IM0G Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING EVEIME Permit No. COS CK; PL- M1T- PPLIQATION OCT 2 7 2006 Master Permit No. FBC 2001 Permit Type (circle): BY: �_mm Elec._ cal _ Plumbing Mechanical Owner's Name (Fee Simple Titleholder) P,h 1%6 4 lk, Phone # 1564 WF iptieStied S J ' . State ft k/A Owner's Address City /Lip' . . Tenant/Lessee Name Zip 33/3 Phone # dv� Roofing Job Address (where the work is being done) /560 ) E 1� / City Miami Shores Village County Miami -Dade Zip 33 f 3 Is Building Historically Designated YES NO y Contractor' s Company Natre l uADet) (6 � 6 Contractor's Address 160474 S 106 'AO City f,tf,v State l Zip Qualifier N „ gin/P /. d `oft 1' Ii. 6 6 ne # 25X53 bz56 v 3157 State Certificate or Registration No. Certificate of Competency No. V' ``7 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition Desc tibe Work: 1.42.;46 d 1,4 Phone # Square Footage Of Work: 0 epair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ I- (00 Technology Fee $ Scanning $ 4 5 - Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 1 Total Fee Now Due $1Z0 I S (Continued on opposite side) 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 AVA 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 promise in good faith that a copy of the notice of commencement and constr whose property is subject to attachment. Also, a certified copy of the recor for the first inspection which occurs seven (7) days after the building inspection will not be approved and a reinspection fee will be charged. Signature d value exceeding $2500, the applicant must brochure will be delivered to the person ommencement must be .'osted at the job site d In the absence of s ch fisted notice, the ion lien ed notice of ermit is is u Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoin . trument was k nowledged before me thi�� day of.cAerli\V'e, 20 tip, by V%l flown it be day of , 200 , by who is personally known to me or who has produced who is personally known -to me or has produced ��si_coad ai cation and who CA 1- IL i' NOTAR Sign: Print: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm My Commission Expires: mica '� i DANELLE E. DAVIS ,��ublic Maine * * * ** * * * * * ** * *�x * * * * ** MyCommssstto 'Ez"`pUtiVreit 2010 * * * ** APPLICATION APPROVED BY: chc 05/13/03 OFFICIAL NOTARY SEAL PU9� RAMRAJ SEWNARINE * COMMISSION NUMBER �utl�.,er"rr�r * * * * * * * * * * *iK * * ** Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JD 07 expo * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Nov 02 06 12:06p 37 T Ocuivie_ FOk 37 coin 'Window Techwin LI incorporated v.) CC 95BS00175 5k0A.,8,5 Ll'1114 P 1 65(256 72, Foy Ail) P410:,I1 ‘. qbpo i3t--(/0,e.‘,1* 001, S1i q 1(g,, 4kL. k))kibow.3 Of- 111 11.- te.O.CL-9_, to 4 (a) kasue„. -4, E.. 1)/t6 I 1,1244-5 al a i?- FAY tjj Li 4 oot1.1. L2) L5 o LE, Y:ubL) (2_,6 L.ut d12 tit6 a h. AI IL, 4L 19394 S W. 106th Avenue • IVI" mi, FL 33157 3 Ph: (305) 253-2560 'ax: (305) 235-5627 www.southernwindowtech.com NOTICE OF COMMENCEMENT 1 111111 1111I 111 11111 11111 11111 11111 1111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. TAX FOLIO NO. t / 301.45 635 O62 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. al description of property and street/address: 560 E CFN 2006R1 186 ?'03 OR 8k 25070 Ps 2676 (ics} RECORDED 11/03/2006 14 :01 :32 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE S z6 6 ° 8.5 2. Description of improvement:I:9 4`( Alt W Ap )diA)i )s JM bodes es 3. Owner(s) name and address: Interest in property Name and address of fee simple titleholder: kJ 1/ 4. Contractor's name and address: (A 1 .L5o U 101 5. Surety: (Payment bond required by owner from contractor W r Name and address: Amount of bond $ 6. Lender's name and address: 15? .J -rv.'D ice. OI.?''t' 7OF ow';i3'ito is a ire. r of }. luG' 2° to , dy ,'A;NVE RUVIN, L{ ,.,(„14. and COidii fV Courts Fsy a.c. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1#3 )( )7., Florida 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), Fl Statutes. Name and address: f"G 9. Expiration date of this Notice of Commencement: (the 'expiration date is 1 year from the date of recording unless a different date iecified) Signature of Owner Print Owner's Name 1(\ 11A or\ Prepared b Sworn to and subscribed before me this day .of , 20 6 h4)ii660--rEak ktt✓-l- Address: lei3IS0 0e- Notary Public O milh O-LC 80 44.114 0 Z r ! r i. Print Notary's Name 1x) Q L Q U nANF' 1 EF DAMS My commission expires: 1.," 'ant 1 123.01 -52 PAGE 4 8102 Notary Public, Maine My Commission Exams Mayt3, •2011 Bill To Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 RUTH PUMO 1500 NE 101 ST MIAMI, FL 33138 -2614 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Invoice Number: WS -10 -07 -30048 Invoice Date: October 15, 2007 Permit Number: WS -10 -06 -2676 10/15/2007 Expired Permit Renewal Fee Fee Type Calculated Fee Amount $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 10/15/2007 Credit Card $75.00 $0.00 Total Paid: $75.00 ttiC 5 PAID Total Due: $0.00 II Monday, October 15, 2007 MIAMNQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 IMIZIEEV'Mll Blt OCT 2 7 2006 IN B COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcadeonline.coJU SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. , The documentation submitted has been reviewed by Miai ii -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may;ionsViately revoke, modify, or suspend the use of such product or material within their jurisdiction: BORA resetves the right!' • •: • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that tlu' opts$ duct or • . • material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been desi ' ggija Build g•Code, : including the High Velocity Hurricane Zane. r '. •••• • • • DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube ul e - .1.• • • . • • •. • APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Hea a %< on� mai muum Tube Clij d •••••• Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revisions' v ' 0 i; ��� . py PGT industries, •. signed and sealed by Robert L.Clark, P.E., bearing the Miami - .R e" ay „•t o1 Renewal Stang with the Notice of Acceptance number and expiration date by the ' '- , • ` �' C,pidrol Div23'faA. • • • MISSILE IMPACT RATING: Large and Small Missile Imp ; I • • • • • • . • • LABELING: Each unit shall bear a permanent label with the manilla •rer's name or ogo, 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 bf this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04- 0528.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. • "Submitted under NOA# 04- 0528.06" • 2. Test reports on 1) Uniform Load Static Air Pressure Test, per F 11 1 &S 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • along with installation diagram of a pair of fixed aluminum winCitt1.1.° • •. (OOconfiguration) 80" x 76" mulled together with a 1x 4 x std,4„1nulliok. • 1 prepared by Fenestration Testing Laboratory, Inc., Test ReportM.FTL -2903; . dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. •' • • • "Submitted under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per Ii C, T.AS 202'94 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a 1x 2 x 3A" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" • • C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC- 2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. E -1 C:=?Yled-......—Th Jaime . sawn, P.E. Chief, Product Control Division, NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 • • • • • • • • • • • •••••• • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07115/Q4 and . • expiring on 06/28/06. • • • •••• 2. Letter from consultant dated 04/21/06, stating that the product iis•iieemplianoe •' with the Florida Building Code (FBC). •••• •• • • • • • • •••• • •• • • • ••• • • • • •• •• .• • • • • • • • • •••• • . • •••• • • • • .• • •••• • • • Jaime D. n, P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 • • • • • • • • • • • • • • • • • • • •• •••• • • •••• • • •• • • • •• • • ••• • • •• • •••• • . • •••• • • •••• • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • •• 6LTYLo esti)e tJD Floo T. 1560 (qi) ' 3qk LOX 5 2-- clA) • • • 00 • • • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • ANCHORS DETAIL "B" "C" OR "0" AT BOTH ENDS AND AT BOTTOM • • ... .. .. • • • • • • • • • • ANCHORS DETAIL 'A ANCHORS DETAIL. .. • • • • • • • • • • • ••• • MULLIONS H Wf I W2 W W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DE tuKMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +142 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = HI • • • • '. • • • • . . • • ••. : ANCHORS DETAIL "r, : 4: OR "0" AT BOTH ENDS AND AT BOTTOMS • • . • • • • 41 0 • • • • •' • • • • • rte\ 4 1 • • .. .. .. • • • • • • • • • • • • • • • • • • • • ... .0 r\ r1 r\ 7 H J / ‘_J 1 tai r1� �, h M3) M4) J W2 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W l +W2.W3 MAX OPENING = W 1 +W2 OR W2+W3 MULL LENGTH = H1 NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "8", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS MULLIONS H r r W W MULLION W = W14-W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 tH2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert I.. Clark, P.E. PE #39712 Structural FtT IN USTRIES Rand Rased 9y: F.K. brown By: P.J.P. 9/06 Revisions: ANCHORAGE 06 Revyetor 5 3 / C -NO CHG THIS SHT 48/00 Description: 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, a 34274 ALUMINUM TUBE CLIPPED MULLION Satss/Madel: MULLS Scott: NTS She 1 a 5 Omwing No . 6223 Raw. PGT 2x MULUO • MULLION CLIP. CUT FLANGES OFF CUP TO FORM A "U" CHANNEL AND JNSTALL AS SHOWN PGT 2x MULUO FOR 2" MULL 1 PGT 2x MULLION 2" MULL=1" MIN. 2i(7YP (TYP • • •• •• •• • ":ofl b•" • • • • • • • • ••• •� ;2 :P14 •f MS: PGT :S AG.GER O QN 'OPPOSITE* SfdES (SO AS NOT TO • INTERFERE, WIT! j • :EAOPI QTl EIS):. • • SCE NOTE • • • • • • ••• • • • • VI TEE.'►. • • • •• • •• • • • • • • • • • • •• • • • • • ••• •• TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 1--4" OR 6 "--1 W000 BUCK 7W) MIN. 2x MULLION-\2„ 2 WOOD BUCK REMOVED TO CONCRETE 1 WOOD [BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 MIN. • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" NOTES; 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE -FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE -FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF 112 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 2x MULLION L 'EMIR 1 MIN'' "' 40)1?) (TYP 14 MIN. } :. TYP CAL MULLION TO STRUCTURE WITH WOOD 8 CK REMOVED FROM CONC.. DETAIL "C ". 12 °FH, SMS STAGGERED: -ON OPPOSITE: SIDES (50 AS NOT TO INTERFERE : WITH EACH ":'OTHER) SEE NOTE 3 1/4' TAPCON SEE NOTES 1 & .3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & .3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" n WPM& iMla TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 7 Robed L Cork.. P.E. PE #39712 Structural Raved Ely: F.K. r /o6 B- SE ANCHORAGE Roved Or F.K. 573/04 Revisionic C THIS SHT Omen Br P.J.P. 48/00 1 070 TECHNOLOGY ME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2» 'PftHEAVY WALL, CLIP INSTALLATION DETAIL mw ALUMINUM TUBE CLIPPED MULLION sarfiwy ledec MULLS Scale: NTS Seseb 2 or5 Drawxp No 6223 Rev. C iMIN. (TYP)-7 1 Mrr N. 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 MAX. (3) ANCHOR LOCATIONS I 1/2--] (.3) ANCHOR LOCATIONS CUP LENGTH CHART FOR ix MULL MULL SIZE 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 57/16 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ... 3N MIN. (4) ANCHOR LOCATIONS MIN. FROM ENDS (7W) MIN. (TYP) (4) ANCHOR LOCATIONS NOTES: 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTOI' L4L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND -THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (6) ANCHOR LOCATIONS MIN. FROM ENDS (7YP) MIN. (Tv?) 'A' (6) ANCHOR LOCATIONS (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. ®�(A'- 3/4)/3 (8) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS G6 L Cl■rlc, P.E. PE 439712 Structural IN ES 1x79/06 B T 3-4 HOLE APP. R."11: 5%3/06 grow antr MISSING DIM. Draws Hy. P.J.P. Ore: 4/28/00 di��141ft '1/14,413 2��" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKO IS FL 34275 P.O. BOX 1529 NOKO>, R. 34274 ruin ALUMINUM TUBE CLIPPED MULLION serkwymorkk MULLS NTS sheet 3 cr 5 Drawing Na. 6223 Rev: C • • ••• • • • ••• •• •• • •• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • •• •• • • • • • • • • • tee.• • • • • • • •• • • • • • • • • •• • • • • • • • ••• • ••• • • • • • -` 1 • .4 •• ••• •• • • • r • • • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • •• •• 6 2 4 2x HEAVY WALL MULLS MAT'L: 6063 -T6 bgToRMISIMO as allIeslisdis TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 7� Clark. P.E. NE 139712 Structural IN Duren er P.J.P. 179/06 73/06 478/00 B-NO NC THIS SHE C -NO CHO 17115 SHT 0eeorlptiow: 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Radek MULLS Sede: 1X 4 of 5 I+ Drawing No. 6223 R .. CHART 2. - 2x6x.250 ANCHOR (3) A TYPE & QTY. (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (4) A (6) B (8) B ._ _! ••. • • • PE IkCi W11:1TH+IN INCHES (3) A (6)B (4) A •(8) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 165 170 144 170 140 105 170 170 170 170 170 170 170 170 170 108 170 170 170 170 170 170 170 170 170 170 170 170 �70r i76 AZO••170 170 170 • • • ••• (3) A (4) A ()4 L8)B "_;1;'0., -1740 170 ' a.70 (3) A Z6) B• (4) A 0 • •; 4 : (3) A (4) A ,(6) B (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 • 170 170 170 170 170 170 170 170 1��• ili 170 170 170 170 170: 170 170 1r0; 170 ••110 170 170 170 1 170 170 170 170 170 170 170 17Q 170 170 1 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 176 170 170• •1710" 1138 170 162 170 159 170 158 170 158 170 170 170 170 170 165 170 154 170 146 170 140 1 170 136 170 134 170 133 170 170 170 168 1 170 154 170 143 170 135 170 129 1 170 125 166 122 162 119 159 170 170 166 170 162 170 148 170 148 170 138 170 130 134 170 124 166 117 170 155 124 1 165 119 159 116 155 113 151 111 1 148 106 142 103 137 98 130 153 170 136 170 123 164 113 151 106 141 100 1 133 96 ,127 92 123 86 116 142 170 125 167 113 151 104 139 97 129 91 1 123 87 115 83 109 77 98 Vertical Mull Mull Length Opening Width Horizontal Mull 1 Opening Width I~ Mull Length Multiple Mulled Units Mull Length \Opening Width 123 163 119 154 109 141 105 1 133 98 t 125 94 1 118 89 112 83 102 78 1 95 73 88 70 83 63 73 86 106 80 97 75 1 89 71 83 67 78 61 68 89 90 78 78 69 69 61 61 56 56 51 1 51 47 47 44 44 37 37 CHART1. 2x4x 250 OPENING WIDTH IN INCHES 70 :0 •1 •' t 1 0 31 ANCHOR (3) A TYPE & QTY. (6) B (3) A (6) B (3)A. (6) B (3) A (6) B (3) A (6) B (3) A (3) A (6) B (6) B (3) A (3) A (6) B (6) B (3) A (6) B MULL LENGTH IN INCHES 42 170 48 170 50.625 170 54 60 63 66 72 76 78 84 90 96 108 111 144f 45 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170. 170 170 170 170 166 162 160 159 159 170 170 170 170 170 170 170 170 166 152 170 r 142 154 149 146 145 145 135 129 125 123 122 170 154 141 131 124 119 115 112 109 167 149 136 127 119 114 110 107 104 177 153 136 124 114 107 102 98 94 90 163 141 151 125 113 104 97 92 88 85 79 129 112 100 91 83 78 73 69 63 107 90 98 78 69 62 57 53 49 47 41 83 72 63 57 37 32 28 26 52 48 23121 45 43 37 20 18 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rdb.r' L. Cioek ?.E. PE 1139712 Strue +urci INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS. FL .34274 RevaF. B . 1/9/06 B -REWSE ANCHORAGE Rend Sy: F.K. 5%3/06 Revisions: C -NO CHG THIS SHT Drawn er. P.J.P. Dote: 4/28/00 Desorption: 2" HEAVY Title: ALUMINUM WALL, PRESSURE CHARTS 1 & 2 TUBE CLIPPED MULLION Seriee/Modek MULLS Saate: NTS Sheet: 5 Of 5 Drawing No. 6223 Rev: C jv Page 1 of 2 goc)--6‘o FLORIDA BUILDING CODE, 2004 -, tgm DESIGN PRESSURES FOR COMPONENTS & CLADDIN OCT 27 ZON i`A. Y. omom� ® ®BB��ma� ••• • •• ••• • ••• • •• •• ••• • • • ••• • • file: / /C:\Documents and Settings\Angie\My Documents\Documents\NOA WINDS\PUM... 10/26/2006 •• • Building Information Wind Velocity (mph): 146 Importance Factor: 1.00 Exposure Category: C Directionality Factor (kd): 1.00 Internal Pressure Coefficient '-1-1-': 0.18 Mean Roof Height (ft): 25 Building Width (ft): 60 Building Length (ft): 210 Roof Slope (x:12): 4 Width of End Zone (ft): 6 p 2 7 p,e, Job Information � `� a,.fi -,_ ; \, "r -J i •i . ;. f' Calculations Type: FLORIDA BUILDING CODE WALL OPENINGS Job Number 200 Company Name: SOUTHERN WINDOW TECH Prepared By: ANGIE THOMPSON Date/Time 10/26/200610:02:04 AM 'eat Name: PUMO b Description: IMPACT WINDOWS AND DOORS Opening Mark Opening Desc. .cWo' 1 „. Zane (ien ",,r Elev. (0) peningWidth (in) Opening Height (in) Max +Pres. (Psl) Max -Pres. (Psl) I -55.6 1 / IMPACT SLIDING DOOR 4 1 215 93 45.3 2 IMPACT SLIDING 5 1 142 83 47.2 -64.9 3 IMPACT SLIDING DOOR 4 1 142 83 471 I -57.7 4 IMPACT SLIDING DOOR 4 1 142 83 • •l� 2 f'SS%77 • • 83 ... •5J.1 • ...462.1 • 5 IMPACT SF/FG 1 4 I 1 47 6 I IMPACT DOOR II 4 I 1 I 38 11 84 ••:4•8 . -62.9 • 7 I IMPACT SF/FG • 1 4 I 1 I 47 I 83 • J • • • 051.1 • u • -62.1 • f • 8 IMPACT SLIDING DOOR 4 1 143 83 •••• 47.2 • • • • • -57.7 • 83 • • • 47.2 • 157.7 • 9 IMPACT SLIDING DOOR 4 1 143 I 4 11 26 40 • 10 f I IMPACT SINGLE HUNG I 4 54.7 • • • -66.0 • ••• -66.0 • 11 4 IMPACT CASEMENT I 4 ( 4 II 26 40 • • 54• 7 52 • 50.2 • I i • •.-61.1 • 12 I IMPACT CASEMENT 4 I 4 I) 96 13 I IMPACT CASEMENT 4 II 4 II 96 52 II 50.2 54.7 r -61.1 -66.0 14 IMPACT PW 4 II 4 II 26 4 II 4 II 26 I 40 II 40 II 54.7 I -66.0 15 I IMPACT CASEMENT 16 IMPACT CASEMENT 17 IMPACT DOOR 4 II 4 I) 26 40 II 54.7 I -66.0 4 II 1 II 36 81 O 52.2 -63.2 81 ( 52.2 I -63.2 .2 18 IMPACT DOOR 4 1 1 I 36 36 II 54.0 -65.3 V 19 c% IMPACT HORIZONTAL () 4 I 4 I 48 20 IMPACT HORIZONTAL II 4 1 4 I 48 36 II 54.0 I -653 4 72 36 I 52.6 -63.7 4 I 21 IMPACT HORIZONTAL' 4 72 36 I 52.6 -63.7 22 IMPACT HORIZONTAL' 4 I -63.7 23 IMPACT HORIZONTAL I 4 I 4 72 36 I 52.6 4 1 4 72 36 52.6 -63.7 24 IMPACT HORIZONTAL' 92 50.7 I -61.6 25 IMPACT SF/FG I 4 I 2 48 26 IMPACT SF/FG I 4 I 2 48 92 50.7 -61.6 52 I 52.7 -63.8 27 IMPACT CASEMENT I 4 1 3.5 48 68 51.8 -62.8 28 IMPACT CASEMENT I 4 I 3.5 48 CASEMENT I 4 I 3.5 96 52 50.2 -61.1 29 IMPACT 68 49.8 -60.6 30 IMPACT CASEMENT I 4 I 3.5 84 31 IMPACT SF/FG I 5 I 2 35 91 51.8 -75.2 ••• • •• ••• • ••• • •• •• ••• • • • ••• • • file: / /C:\Documents and Settings\Angie\My Documents\Documents\NOA WINDS\PUM... 10/26/2006 •• • Page 2 of 2 32 IMPACT SLIDING 5 I 1 95 91 48.3 I -673 33 IMPACT SOLID ING 4 1 143 91 46.8 -57.3 37 IMPACT SLIDING 4 1 95 91 48.3 -58.9 62 DOOR -70.3 IMPACT OIDING 5 13 39 35 IMPACT SF/FG 4 2 34 91 51.9 I -63.0 Opening Mark Opening Desc. Location Zone Opening Elev. (ft) Opening Width (in) Opening Height (in) Max + Pres. (pst) Max -Pres. (pst) 36 IMPACT SF/FG 4 13 154 86 46.8 -57.2 37 IMPACT DOOR 4 13 39 81 51.9 -62.9 I 96 62 49.6 -70.3 IMPACT OIDING 5 13 39 IIVIp ACO�ID SLIDING 5 13 96 62 49.6 -70.3 IMPACT OID ING 5 13 96 62 49.6 I 703 41 IMPACT SWING DOOR 4 13 38 81 52.0 -63.0 42 _ IMPACT HORIZONTAL 4 13 48 52 52.7 -63.8 43 IMPACT HORIZONTAL 4 13 48 52 52.7 -63.8 44 IMPACT 2 X 6 TUBE 5 13 96 52 50.2 -71.7 45 IMPACT 2 X 6 TUBE 5 J 13 96 52 50.2 -71.7 46 IMPACT 2 X 6 TUBE 5 13 96 52 50.2 • • -71.7 47 IMPACT FG 5 13 96 20 to •V•0 • -75.5 • 48 IMPACT FG 5 13 96 20 • • .. • • .75.5 • • X2.0 • v 49 ft,--0 IMPACT FG 5 13 96 20 .L • • :.a2.0 -75.5 • 1 -- MEAN ROOF WEIGHT (4) WALLS OF ALL BUILDING HEIGHTS ••1• • • ••.• •• • • • • • e• ••• • • • • • •. • • • • • • ••00 • • • • • .••• • • • • • •• • 0000 • • • • • •. • •• •• ••• • • • • •• • ••• • • • • • file: / /C:\Documents and Settings\Angie\My Documents \WIND LOAD PSFs\PUMO DER... 10/26/2006 PUMO RESIDENCE NOA NUMBERS W /PSF' MARK/ SIZE / TYPE FBC 2004 NEG/POS NOA # Max +Pres Max -Pres, 1. 215 X 93 SLIDING DOOR 45.3 55.6 01 0927.05. 2. 142 X 83 SLIDING DOOR 47.2 64.9 01 0927.05 3. 142 X 83 SLIDING DOOR 47.2 4. 142 X 83 SLIDING DOOR 47.2 5. 47 X 83 SF/FIXED GLASS 51.1 6. 38X84 SWING DOOR 51.8 7. 47 X 83 SF/FIXED GLASS 51.1 8. 143 X 83 SLIDING DOOR 47.2 9. 143 X 83 SLIDING DOOR 47.2 10 26 X 40 SINGLE HUNG 54.7 11 26 X 40 CASEMENT 54.7 12 26 X 52 CASEMENT 50.2 13 26 X 52 CASEMENT 50.2 14 26 X 40 PW 54.7 15 26X40 CASEMENT 54.7 16 26 X 40 CASEMENT 54.7 17 36 X 81 SWING DOOR 52.2 18 36X81 SWING DOOR 52.2 19 48 X 36 HORIZONTAL ROLLER 54.0 20 48 X 36 HORIZONTAL ROLLER 54.0 21 72 X 36 HORIZONTAL ROLLER 526 22 72 X 36 HORIZONTAL ROLLER 52.6 23 72 X 36 HORIZONTAL ROLLER 52.6 24 72 X 36 HORIZONTAL ROLLER 52.6 25 48 X 92 SF/FIXED GLASS 50.7 26 48 X 92 SF/FIXED GLASS 50.7 27 48 X 52 CASEMENT 52.7 28 48 X 68 CASEMENT 51.8 29 96 X 52 CASEMENT 50.2 30 84 X 68 CASEMENT 49.8 31 35 X 91 SF/FIXED GLASS 51.8 32 95 X 91 SLIDING DOOR 48.3 33 143 X 91 SLIMING DOOR 46.8 34 95 X 91 SLIDING DOOR 48.3 35 34 X 91 SF/FIXED GLASS 51.8 36 154 X 86 SF/FIXED GLASS 46.8 37 38X84 SWING DOOR 51.8 38 95 X 91 SLIDING DOOR 48.3 39 95 X 91 SLIDING DOOR 48.3 40 95 X 91 SLIDING DOOR 48.3 41 38X84 SWING DOOR 52.0 42 48 X 52 HORIZONTAL ROLLER 52.7 43 48 X 52 HORIZONTAL ROLLER 52.7 44 2X6X95TUBE 50.2 45 2X6X95TUBE 50.2 46 2X6X95TUBE 50.2 47 96 X 20 FIXED GLASS 52.0 48 96 X 20 FIXED GLASS 52.0 57.7 01 0927.05 57.7 01 0927.05 62.1 04 0331.02 62.9 04 0608.03 62.1 04 0331.02 57.7 01 0927.05 57.7 01 0927.05 66.0 04 0421.02 66.0 04 0608.01 61.1 04 0608.01 61.1 04 0608.01 66.0 05 0815.01 66.0 04 0608.01 66.0 04 0608.01 63.2 04 0608.03 63.2 04 0608.03 65.3 04 0608.02 65.3 04 0608.02 +PSF -PSF +PSF -PSF 112.3 112.3 130.3 130.3 130.3 130.3 130.3 130.3 130.3 130.3 80.0 80.0 130.3 130.3 130.3 130.3 130.3 130.3 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8Q.0 • . 80.0 8Q.0•••• '.sd.0: 80.D... • 084.0. OA, .. • ••404 80.0. 63.7 04 0608.02 • • 0 80,0 • 63.7 04 0608.02 • •80!0 80.t ••• 63.7 04 0608.02 "'WA) 80!4 • : 63.7 04 0608.02 • • irV.0 80.0 • • 61.6 04.0331.02 : 3 1303 61.6 04.0331.02 • 130..3 L3t1'3', 63.8 04 0608.01 : .8b,0 8(.b' • 62.8 04 0608.01 .'6 80•0 8dN.. 61.1 04 0608.01 80.0 80•0 60.6 04 0608.01 80.0 80.0 75.2 04 0331.02 130 130 67.3 010927.05 130.3 130.3 57.3 01 0927.05 130.3 130.3 58.9 01 0927.05 130.3 130.3 63.0 04 0331.02 130 130 57.2 04 0331.02 130 130 62.9 04 0608.03 80.0 80.0 58.9 01 0927.05 130.3 130.3 58.9 01 0927.05 130.3 130.3 58.9 01 0927.05 130.3 130.3 63.0 04 0608.03 80.0 80.0 63.8 04 0608.02 80.0 80.0 65.8 04 0608.02 80.0 80.0 71.7 06 0125.08 170.0 170.0 71.7 06 0125.08 170.0 170.0 71.7 06 0125.08 170.0 170.0 75.5 04 0331.02 130 130 75.5 04 0331.02 130 130 MIA M IDADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 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 (ABJ). 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 AIi3 Cm areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance puuposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 6 8 • ately revoke, modify, or suspend the use of such product or material within their jurisdiction 1 fO e right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division tht %us , uct 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 including the IIigh Velocity Hurricane Zone. • • DESC ONiSeries "HR 100" Alumni= Horizontal Rolling Window • • APPJtO iP4L DtQtlMENT: Drawing No W04 -36, titled "Series RS 100 Alum H • •' re a ' i, . (L 1) • Sheet?! Through 4 of 4, prepared by AL-Parooq Corporation, dated 05/04/04 signed and-sealed by Humayoun • • Faroop.E., been fiat' Miami -Dade County Product Control Approval stamp with the Notice of Acceptance nun and Appro6�Lddte by the Miami- -Dade County Product Control Division. • MIS A X�AT NG: Large and Small Missile Impact • • LABELI! G: Ea h•unif shall bear a permanent label with the manufacturer's name or logo, city, state and • followfn statemdi' ami Dade County Product Control Approved ", unless otherwise noted herein. IMVIEVEI OCT 27 2666 BY• �vv MIAMI -DADE COUNTY, FLORIDA METRO -DADB FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 RECEDED AUG 0 9 Y004 W1/4_,‘J,- '�� • • REPA tL of t ht$A shall be considered after a renewal application has been filed and there has been no • in the ap bTclbuilding code negatively affecting the performance of this product. TETION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Iierminio F. Gonzalez, P.E. NOA No 04- 0608.02 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 Page 1 • R.C. Aluminum Industrie& Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -36, titled "Series RS 100 Alum Hoziz. Sliding WDW (L.M.I.)," Sheets 1 through 4 of 4, prepared by AL-Farooq Corporation; dated 05/04/04 signed and sealed by Humayoun Farooq, 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 sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETY- 03 -1881, dated 03/19)04, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20294 4) Forced Entry Test, per FBC 2410.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding window, • .. window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- •.:..' . 0,x7,1362, dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E. . • • • 3. • . Test reports on 1) Large Missile Impact Test per PBC, TAS 20194 • •••• .g 2) Cyclic Wind Pressure Loading per IBC, TAS 203 -94 • • • • • ;doh with marked-up drawings and installation diagram of an aluminum sliding • • •... :....0P880, tuilfdow, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET!- • • •. • .dated 12/12/03, signed and sealed by Rafael E. Droz-Seda, PE. • • ' .: 4. • . ensile Test prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • DTI- 04 -T119, dated 04/23/04, tested per ASTM-E 8 -01e1, signed and sealed by • . • •. •. • •:Rafael E. Droz-Seda, P.E. . ••.. • .. 1C.• • • ; CAI.tUL'ATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL-Farooq Corporation, dated 05/21/04, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). (ALLiv_1(1 bt . Berminio F. l;o=idea, PS. Director, Product Control Division NOA No 04-0608.02 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 E -1' • • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT 1 ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to B.I. DuPont DeNemours for "Dupont Butacite PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance and no financial interest dated May 21, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • .• • • • •••• • •••• •••• • • • • • • • • • • •••••• •• • • • ••• •• • • • • • •• • ••••. • • •••• • • • • •• • • • • • • • • • •• •• • • •••• . • • •.••• • •••••• • •• • • • • • E -2 Fig.: Herminuto F. fez, P.E.. Director, Product Control Division NOA No 04- 0608.02 Expiration Date: August 05, 2001 Approval Date: August 05, 2004 • • • • • 0• • • Luiao 1560 NE KA, bobi;Ls .b«Zs 1:SX FOOL • t_21). 0000 ... 0000. •• 0 • •0 • •• 4:52- 'V& (30) Y1 48. (388 3SX 41 iL G3 a 36i) Ain 5 :/?(Z1,211 t a A,M, ill R kuLiL6 r (.19) qleuiestb4 t ilz_)(3c 14 (9.2) .12x 3L jtqG ) L C) 56,D ti42L�- sins -t (1) 1L1s 5 g (fig) 3it'x b! FD (111) C/0 (j) . -Pr i AL Z X qb 014) 6 " (20 ,IN. Paz 14 U1C0G-26RG, { CI‘X Sz 6 x 5 '8'6'1 Ci4SEt.k..4s semen, Ern.e N �" to 4/0.) (1) (q) 40)( 43 ?qnq LOW .) f 6 .l-503 SAO Be-4):2_6a 431( 111-- � R5xg1'I� s6V s6.0 3LiKci3 ••0 •• • • •••• • • •••• • • • •• • • • • 00 • • • • • • • • • r, • • 000000 • • 000000 • • • •..... •.••• • • ••••• • • •••••• • • ••••.• • • s ••.••s • •• •• •• ••• • •• • • • • • • • • ••• • •.• 00000 • • .• • • • , r 4' MAX. TYP. HEM /SILL CORNERS 78 1/2' MAX. WINDOW WIDTH 5 1/4" 16 1/4" MAX. *1 READ MN( BE USED FALSE MUNTINS V I II i. If �I .1 • •• • • • • • • • • • • • s• • • • • ••s••• • • • • •••• 35" 0.L OPG. 13 3/4' MAX. AT SILL 34 3/4' DL OPG. 30 7/8' VENT WIDTH TYPICAL ELEVATION TESTED UNIT •••••e • •••••• • R$10. ALUM .HORJZ..SLIDING WINDOW DESIGN LEAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF IWO OR MORE . WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HRH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUIU)ING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE • AS LISTED, SPACED • AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL RECEIVED AUG Q 9 0 4 1 1 1/8" HEAT STREN'D GLASS .090' INTERIOR DUPONT OUTACITE PVB 1/8" HEAT STREN'D GLASS DOW IUCONE CORNING 795 Ai.p.o.e+l er complyh WYb tit Pbrida Doe ;;fin- r' . 140 .P1 ,ffOr7.0:411i 1/8' HEAT STREN'D GLASS 1/4' AIR SPACE 1 /8' HEAT STREN'D GLASS .090' INTERL4YER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. tD DESIGN LOAD CAPACITY - PSF XD OR OX SIZES WINDOW 01148. S LASS TYPE 'A' & '8' WITH HEIGHT EXT.( +) TNT:( - -) 20 -1/2' 3 80.0 80.0 37' 20' (3) 3 80.0 80.0 53 -1/8' 4 80.0 80.0 25-1/2" 37" 38 -3/8' toy 3 80.0 80.0 3 80.0 60.0 53 -1/8' 4 80.0 80.0 28 -1/2" 3 80.0 80.0 37" 50 -$/8" (4) 3 80.0 80.0 53-1/8' 4 80.0 80.0 26 -1/2" 3 80.0 80.0 37" 3 80.0 80.0 53 -1/8" (y) 4 80.0 80.0. 24' 3 80.0 80.0 38' 3 80.0 80.0 48' 24' 4 80.0 80.0 w' (3) 5 80.0 80.0 72' 5 80.0 80.0 78 -1/2' 0 80.0 80.0 24" 3 80.0 80.0 30' 3 80.0 48' 36' 4 80.0 80' (3) 5 80.0 72' 5 80.0 78 -1/2' 6 80.0 24" 3 80.0 36' 1E11 80.0 48" 48• 4 80.0 80' (4) 5 80.0 72' S 60.0 78 -1/2' 6 80.0 24" 3 80.0 0 36' 3 80.0 48' 60" 4 80.0 6O". (8) 5 80.0 72' 5 80.0 78 -1/2" 0 00.0 24' 3 80.0 36' 3 80.0 48" 65.1/2' 4 80.0 60" (5) 5 80.0 72" 5 80.0 78-1 /2' 0 50.0 80.0 Uf A •• NO. OF ANCHORS PER HEAD & SILL { } r. NO. OF ANCHORS PER JAMB itA. P 3858 C.ASI:. MAY 2 8 2004 2 g U N c .621 Oft 1 8 drew(ng no. W04 -36 sheet of 4 •• • • • • • • • • • • • •• •• • • •••• • • •••• • •• • • • • • • •• • • • • •••• •••• • • •••• • •• • • ••• • • •• • • • •• • • •••• • • •••• • • • 000000 • • •••••• • • •••••• ••• .• • • • - • • ••••a• • • o • 0000 • • 000 0" TYPICAL ANCHORS $EE ELEY. FOR SPACING DADE COUNTY APPROVED MULLION & MULLION ANCHORS •• • - - • • • • • • • • • • •••••• •• •• • • • •••••• • •••• • • • • •••••• • •••••• TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' HITI KWIC —CON t( INTO WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" NE_11 KWIK —CON (J DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO MASONRY 1/4-20 KWIK —FW( SELF DRILUNG SCREWS BY 'HILT!' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) STEEL : Fy - 38 KSI MIN.. ALUMINUM • 8083 —TS MIN. TYPICAL EDGE DISTAL. INTO CONCRETE AND MASONRY - 1 -1/4" MIN, INTO WOOD STRUCTURE le 1' MIN. WEEPHOLES; W1 1/4' X 1" WEEP HOLES AT 5' FROM EACH END AND AT MIDSPAN. SEE ELEV. SPACING SEE ELEV. FOR SPACING MAY 2 8 2004 •• • • • • •• • •••• • • • • • •••• • • • • •••• • • • • •• •• • • • • • •• • • • • • OS • • ••• • • •• • • it •• • • • • • • • • .• • •••••• • • •••••• • • • OOOOO • • ••••• • • •••••. • • • •■•••• • • • OOOOOO • 1/4" MAX. SHIM MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •••• ••N • •- • • •••• • • • • • .••• •• • • •r • ♦• • • •:•• • • • • • • ••• •VP .IX.AL ANCHORS ••. :SEE ETEV. FOR SPACING, • •••••• •••• • • •••• aA�4:�ItM •• WINDOW WIDTH WINDOW WIDTH VENT WIDTH ITEM PART 1 QUANTITY DESCRIPTION MANF./fiUPPUER /E9NAR89 1 RS100 -001 1 FRAME HEAD 8003.70. - 2 RS100 -002 1 FRAME SRL 0003-18 - 3 RS100 -007A 1 FRAME JAMB VENT 0083 -15 - 4 RS100 -000 1 FRAME JAMB FIXED 8003 -45 - 0 83104 -004 1/ VENT FOXED. RAIL 8003 -75 - II RS100 -003 1/ VENT VDT MEETING RAL 5083 -75 - 7 RS100- 009 2/ VENT TOP AND BOTTOM MIL 6053 -75 — 0 15100 -0011 1/ VENT JAMB STILE T5 - 9 100Y-007 AS RECD. GLAZING BEAD 8053 -TO - 10 RS100 -005 1 SLIDE ANCHOR CUP 6003 -T5 1" LONG 11 - 1 ANCHOR CHANNEL 0053 -TO - 12 - - - - 13 W33231NK 4 WEATHER STRPPRIG PRE (VEN° - - 14 W3323INK 1 WEAThER STRIPPING PILE (MEETING RAL) - - 15 C-LON 1 0-375 X 190 WHITE - - 18 V -033 1 W ATHER STRIPPING GASKET NEOPRENE - 17 V-014 1 VW t LAM. GLASS ..V11411. PVC - 15 V-055 1 VNKL LAM. 91.RUL CLASS WD - 19 P -023 2 HANDICAP FINGER LOCK • R1C D VINYL 0' FROM EACH END 20 - - - - - 21 RS100 -MI 2 AXLE PIN ST./ST. — 22 P -010 2 WHEEL RETAINER HOUSING - - 23 P -024 2 KNURLED AXLE ST./ST. - 24 - - - - - 10 X 1" AS REXID. FAIRE A9st. 5008 ST STEEL PH P.H. 20 .10 X 3/4' AS 0600. VENT ASSY. SCAMS Sr STEEL MS 27 #10 X 1 -1/2" 2 RUDE CUP FASTENERS ST•/3T. PH. P.H. 28 02 X 3/4' 1 SUDE CUP FASTEMR ST./ST. F11 5.14.8. 1/4' Sill • WOOD' UCK ••.•••• • P MAX. • TYPICAL. ANCHORS SEE ELEV. FOR SPACING B EXTERIOR WINDOW WIDTH •• • • '• • • • • • • • • •• •• • • •••• • • •••• • •• • • • • • • • • • • • • •••• •••• • • •••• • •• • • ••• • • •• • • • • • •• • • • • •••• • • • • • • •• • 1.118 • 2.875 .780 1.841 1 e VENT LATCH 1.014 MEETING RAIL » --1.488 to SUDE ANCHOR CUP • • • • •.• ••• Q'.••PgAME SILL 2.875 ••• • • • •• • • • • • • 0000 •• • 0.000• • • • • •••• • • • • • • • •••• • • • • • • • • •i •• • • • • • • • • • •0•• • • •• 0•10 •• • • • • •• •• 0• • 11 ANCHOR CHANNEL • C; AU TOP /BOTTOM RAIL 0 FIXED MTG. RAIL FRAME 1:837TON_CONSM. 2.815 FIXED )i4TTG. RAC.. CORNER drawing no. W04 -36 sheet of 4 FRAME JAMB FIXED •0•• • •••• • •• • • • • •.. • • •• • • ••• • • •• • • '• •• • • 0000 • •••• • • • • • • • • • • 0.000• • • .0•••• A • . • •••••• • .0.... • • • .0.... . 000. • • . 0... • • .0000. • • ..000. • . . .00... BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75 Ave Miami[, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructs 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 W C6-24 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 Ant (in areas other than Miami Dade County) reserve the right to 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. IZZME7 7.7 OCT 27 MA have this product or material tested for quality assurance purposes. If this product or the accepted manner, the manufacturer will incur the expense of such testing and revoke, modify, or suspend the use of such product or material within their j to revoke this acceptance, if it is determined by Miami Dade County Product 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 including the High Velocity Hurricane Zone. DESCRIPTION: Series CMlOO Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled " Series CM100 Alumin t ; • dow (L:M.L)", sheets 1 through 7 of 7, dated 03/01/04, prepared by AL-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach 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 Sled and there has been no ciangin the applicable building code negatively affecting the performance of this product. TERMINATION,uf this NOA will occur after the expiration date or if there has been a revision or change in the use, ail/oi manufactute of the product or process. Misuse of this NOA as an endorsement of any praduMt, for stet, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vitti any sectibh ufdis NOA shall be cause for termination and removal of NOA. AINVARTIS r: The NOA number preceded by the wards Miami Dade County, Florida, and followed by site gxeiration ii2Viay be displayed in advertising literature. If any portion of the NOA is displayed, then k shall bb dine in its'y. 11§PECTIO/$01 copy of this entire NOA shall be provided to the user by the manufacturer or its distributors 'aid hall be ittilsible for inspection at the job site at the request of the Building Official. This OA consil of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned • The submitted documentation was reviewed by Ilerminio F. Gonzalez, P.E. material ferule , • onn in ,l t6r, 114H- f ;u-ly. the right t or P,i .. �.S�o•I NOA No 04- 0608.01. Expiratlon Date July 29, 2009 Approval Date: July 29, 2004 Page 1 R.C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUMO. It1'1441) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -16, titled " Series CM 1OOAlnminum Casement Window (L.M.L) ", sheets 1 through 7 of 7, dated 03/01/04, 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 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window , prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, 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 casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No.1JETI -03 -1856, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 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 an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E.. 4. Test reports on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Unifor• . • m. Static Air Pressure Test, Loading per FBC TAS 202-94 • . • 3) Water Resistance Test, per FBC, TAS 20294 • • •••• • • . 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 • • • • • • along with marked-up drawings and installation diagram of an aluminum .:... • : • :. casement window, prepared by Hurricane Engineering & Testing Inc., Test ..... • • • • • ��,.� No. HETI -03 -1350, dated October 14, 2003, signed and sealed by Rafael • • • • • • :..:. � -Seda, P.E. . • • • •••• o •••••• • •• '••b•.• • . •••... ••.••• • •••• • • •••• • • • • •••.•. • • • • E -1 Rerminio F. ez, P.E. r, Product Control Divhion NOA No 040608.01 Expiration Date: July 29,2009 Approval Date: July 29, 2004 R.C. Aluminum Industries. Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI •03 -1344, dated September 12, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. 6. 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 casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1848, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300, and structural analysis, prepared by AL- Farooq Corporation, dated 05/05/04, signed and sealed by Humayoun Faroe, P.E. D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/12105. F. STATEMENTS 1. Statement letter of compliance, dated May 05, 2004, signed and sealed by • • • • • • • Humayoun Farooq, P.E. • • • • • 2. : • Statement letter of no financial interest, dated May 05, 2004, signed and sealed by 00 • • • • • • • • • •. • • Humayoun Farooq, P.E. •0000. . 000• • • O 000. • • •0.0.0' ••.. • • • • •••0 ••000• • • • 000000 t • • 1 Ietter from the consultant stating that the product is in compliance with the • • . ; • ••• 'Florida Building Code (PBC). • • 000000 • • 000000 • •0000. • •• • • . • E -1 Herminio azalea, P.E. Director, Product Control Division NOA No 04. 0608.01 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 1 •.••.• • • • .' ••••• • • • • •.•••• • • 000000 • • • 000000 • •• • . • •••• •••• • • •••• • • • • ••• •• • • • • •. • •••• • • •••• • • • • •• • • • • • • • • . • •e•.•• •• .. • • 1• •••e •••• • • •••• 000000 • • •• • • • • • 37' MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D,L OPG. 8 5/8' MAX. TYP. HEAD/SLL SINGLE VENT WDW, 5' MAX. Mi. CORNERS 37" MA WINDOW WIDTH 13 1/2" 1 FALSE MUNIMNS MAY BE USED 74' MAX. WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. • VENT WIDTH 30 1/8" MAX. D.L OPG. a B 5/8' MAX. TYP.. HEAD/SILL CORNERS 37' MAX. WINDOW WIDTH i 20 3/8' 18' DUAL VENT WDW, Approved as feed* NO Mai DIvIsMs BY witk RIO HEAD/SILL CORNERS 011100 OPERATING /FIXED APPROVAL. APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. 37' MAX. 7" MAX. WINDOW WIDTH 35 3/8" MAX. WINDOW WIDTH 35 3/8" MAX. WI 30 1/8" MAX. D.L OPG. VENT WIDTH 30 1/8' MAX. D.L OPG. i ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE• COMBINATIONS OF CASEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. poi WI / i" SEE cPOITTSS ON SHEET 2 SIDE BY SIDE WOWS, ONE OR TWO ANCHORS CHART SEE CH Y{1 SHK. 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. •• • • • • DESIGN LOAD RATING FOR THESE WINDOWS JO BI~ AS PER CHARTS SHOWN ON SHEET 2. ;,,;,: ••••• • „•••• MULLION CAPACITY •••• FOR THIS OPTION • • •„ • SEE SEPARATE MULUON NOA •••••• • •••••• ••' • • • • THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA WING CODE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING .CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. • • AC.A N. 3838 J o 4 2QO4 Zi 0 0 8 a 0 a drawing no. W04-1 6 (shad 1 of 7 • • •••••• • • •••••• • • • •••••. ••••• • • • • •••••• • • • • • 000000 // t/ O / 4-41=15= 7- II I,O- I 1 i I ____ I •' Ii ___ II I I\ II fir–= =� _ I I I\ I \ 4 8 5/8' MAX. TYP. HEAD/SLL SINGLE VENT WDW, 5' MAX. Mi. CORNERS 37" MA WINDOW WIDTH 13 1/2" 1 FALSE MUNIMNS MAY BE USED 74' MAX. WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. • VENT WIDTH 30 1/8" MAX. D.L OPG. a B 5/8' MAX. TYP.. HEAD/SILL CORNERS 37' MAX. WINDOW WIDTH i 20 3/8' 18' DUAL VENT WDW, Approved as feed* NO Mai DIvIsMs BY witk RIO HEAD/SILL CORNERS 011100 OPERATING /FIXED APPROVAL. APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. 37' MAX. 7" MAX. WINDOW WIDTH 35 3/8" MAX. WINDOW WIDTH 35 3/8" MAX. WI 30 1/8" MAX. D.L OPG. VENT WIDTH 30 1/8' MAX. D.L OPG. i ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE• COMBINATIONS OF CASEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. poi WI / i" SEE cPOITTSS ON SHEET 2 SIDE BY SIDE WOWS, ONE OR TWO ANCHORS CHART SEE CH Y{1 SHK. 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. •• • • • • DESIGN LOAD RATING FOR THESE WINDOWS JO BI~ AS PER CHARTS SHOWN ON SHEET 2. ;,,;,: ••••• • „•••• MULLION CAPACITY •••• FOR THIS OPTION • • •„ • SEE SEPARATE MULUON NOA •••••• • •••••• ••' • • • • THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA WING CODE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING .CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. • • AC.A N. 3838 J o 4 2QO4 Zi 0 0 8 a 0 a drawing no. W04-1 6 (shad 1 of 7 • • •••••• • • •••••• • • • •••••. ••••• • • • • •••••• • • • • • 000000 • • • • •••••• • •••••• 00000 • •- • • •••••• • • • •• 000000 • •. • • • •••• •••• • • •••• •. •• • • • ••• •• • • • • • •• • •••• •. • • 000000 • • • . •• • • • • • • • • • • •••••• •• •• • • 000000 •••• • • •••• 0000 000 • •• • • • • • DESIGN LOAD CAPACITY - PBP SIDE BY SIDE SINGLE VENT WINDOWS WINDOW D. GLASS TYPES 'A' & 'B' ONE ANCHOB. AT EAC$ 8105 TWO ANCHORS AT SACS SIDE WIDTH (W) HEIGHT (H) ExT,( +) do TNT.(- jEXT.( +) & TNT.( -) 19 -1/8' 3 80.0 80.0 24' 3 80.0 00.0 25 -1/2" 80.0 80.0 80.0 80.0 38 -3/8' 80.0 80.0 80.0 80.0 37' • 42" 77,0 50.0 48' 50.0 07.4 80.0 53 -1/6' 37" 80.0 80.0 19 -1/8" 80.0 80.0 24' 80.0 10.0 80.0 • 28 -1/2' 72' 80.0 80.0 30' 50.0 00.0 37' 48' 09.9 60.0 42' 63 -1/8" 81.8 80.0 48' 83 53.0 80.0 53 -1/8' 80.0 48.7 80.0 19 -1 /8' 37' 80.0 80.0 24" 80.0 80.0 28 -1/2" 80.0 00.0 80.0 • 30' 80.0 74' 80.0 37' so-s60 -5/8' 883 80.0 42' 68.4 80.0 48' 80.0 51.1 80.0 83 -1/8' 72' 48.2 80.0 18 -1/8' 80.0 80.0 44' 80.0 80,0 50.0 26 -1/2' , 78.1 83.0 30' 74 -1/4' 69.0 80.0 37' 71.0 55.9 80.0 42' 49.3 80.0 19 -1/8' 80.0 80.0 24' 50.0 50.0 25.1/2' 74.4 80.0 30" 05.7 80.0 37" 83.3 60.0 42' 48.9 50.0 10 -1/8' 80.0 80.0 24' 78.4 80.0 26 -1/2" s" 71.0 80.0 30" 82.7 60.0 37" 80.8 80.0 19 -1/8' 80.0 80.0 24' 71.0 80.0 26 -1/2' . 72" 88.1 80.0 30' 57.5 80.0 37' 46.5 72.6 t9 -1/8" 60.0 . 80.0 24" 89.7 80.0 28 -1/2" 74 -1/4' 83.1 80.0 30' 65.7 78.4 37' 48.2 08.9 DIRECTION OF VENT OPTION OPNO. OPTIONAL 1.4111-UON • ONE E CH TWO ANCHORS OtR CA WINDOW WINDOW � SEPARATE NOAH WDW. HEIGHT UPTO. NO AT sassI HINGES AT SASH 29 -1/4' 2 2 42 3 2 44 -1/4" 3 3 69 -1/4' 4 3 74 -1/4' E 3 0 DESIGN LOAD CAPACITY - PS7 DUAL VENT WINDOWS WINDOW DUBS. MASS. TYPES 'A' A 'B' WIDTH (W) 'HECHT (H) Ecr.( +) & TNT.( -) 37' AT SASH 53.0 48' 2 80.0 ��" 38 -3 /e'A 3 72" 80.0 74' 80.0 37' 80.0 48' 80.0 80' 53 -6/8' 00.0 72' 50.0 74" 80.0 37" 80.0 48' 80.0 83 -1/8' 80.0 00" so 80.0 72' 80.0 74" 80.0 37' 80.0 48' 80.0 63 -1/8" " 80.0 60' 83 80.0 72' 80.0 74' sox 37' 80.0 48' 80.0 53 -1/8" 00" se 80.0 80.0 72' .. 80.0 74' 78.4 37' 80.0 48' 80.0 53 -1/8' 80.0 80" 72 80.0 72' 73.9 74' 71.8 37" 80.0 48' 80.0 53-10/5" 74 -1/4' 80.0 72" 71.0 74" 80.7 • w DESIGN LOAD CAPACITY - PSP SINGLE VENT WINDOWS Nr LINAYOiN ?AR000 FLA Werar1557 0 . JUN 042004 x `tI to 2 LV • • • •■ •i • • • • •••••• • WOW. HF10HT 1.11370 42' N0. OF IOEPERS AT SASH. 2 WASP HINGES Ai 2 • • 74 -1/4" 3 3 • (shoat 2 of 7 ) • • 000000 • • 000000 • •• .••••• ••••• • • 00000 • • • • •••••• 000000 • NO. OF NO. OF • HEIGHT KEEPERS HINGES MID AT SASH AT SASH 42' 2 2 74.1/4" 3 3 DESIGN LOAD CAPACITY - PSP SINGLE VENT WINDOWS Nr LINAYOiN ?AR000 FLA Werar1557 0 . JUN 042004 x `tI to 2 LV • • • •■ •i • • • • •••••• • WOW. HF10HT 1.11370 42' N0. OF IOEPERS AT SASH. 2 WASP HINGES Ai 2 • • 74 -1/4" 3 3 • (shoat 2 of 7 ) • • 000000 • • 000000 • •• .••••• ••••• • • 00000 • • • • •••••• 000000 • • •. • • • • • •••• •••• •• • • • •••• •••••. • • • • • • • •.• • • • • 0000 • ••••• • . • • • • • • • ••• •• • • • .• • •• • • •••• • • ° • • • •••••• • • • •• • • • • • • • • • • •• •• • • 000000 •••• • • •••••• • •••••• • •• • • • • • 1/8' HEAT STREN'D GLASS .090' INIERIAYER DUPONT BUTACITE PVB r1/8' HEAT STREN'D GLASS SIUCONE DOW CORNING 798 GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .090' INTIMATER DUPONT BUTACITE PVB 1/8' HEAT SIREN' GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/0" HEAT STREN'D GLASS 1/4' MR SPACE 1/8' HEAT STREN'D GLASS .090' INTERLAYER DUPONT BUTACITE PVB 1/8' HEAT STREN'D GLASS SIUCONE DOW CORNING 795 GLASS 'TYPE '8' 1/8' HEAT STREN'D GLASS 1/4' AIR SPACE 1/0" HEAT STREN'D GLASS .090" INTERIAYER DUPONT BUTACITE PV8 1/8. HEAT STREN'D GLASS SIUCONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'B' ITEM NO. PART NUMBER QUANTITY DESCRIPTION (MATERIAL MANS. /6UPLIER/REMARItS • - 1 CM100 -001 2/ WDW FRAME JAMB 8063 —T6 2 0M100 -002 _ 2/ WDW FRAME HEAD AND SLL. 8083 46 — 3 CM100 -007 AS RE00. FRAME JAMB (MX) 6053 -11 FOR FIXED WINDOW 4 CM100 -000 AS REQO. HORIZ. IMPOST 8083 48 FOR FIXED WINDOW 5 CM100-012 AS RE40. JAMB ANCHOR CUP 5063 —T8 — 8 CMIOO -013 AS RECD. VENT HINGE 6008 45 INSTALLED WITH (3) #10 X 3/8" MS 7 CM100 -014 AS REIN. • FRAME HINGE 6005 -15 INSTALLED WITH (2) f10 X 3/8" MS 8 CM180 -015 AS RECD. FRAME HEAD /SAL (FIX.) 8053 —T6 FOR FIXED WINDOW 9 . CM100 -018 4/ WOW GLAZING BEAD (LAM. GLASS) 8063 .48 FOR FIXED WINDOW 10 0141100 -017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6083 —T8 FOR FDOil WINDOW 11 CM100 -018 4/ WDW SNAP COVER (LAM. GLASS) 6083 -T6 FOR FIXED WINDOW 12 CM100 -019 4/ WOW SNAP COVER (LAM. INSUL GLASS) 8083 -16 FOR FIXED WIND! 13 CM10O -020 AS READ. VERTIOAL IMPOST 8063 —T8 — . 14 OM100- 021 2/ IMPOST ANCHOR CUP FOR VERTICAL. IMPOST 8011318 — 15 014100 -022 — ANCHOR ARM OPERATOR 8063 -16 , — 16 • AS READ. SCI EN3 ALUMINUM OPTIONAL 17 — — — — .. 18 — — — — 19 014100 -028 4 VENT FRAME 6083 48 — 20 014100 -027 1/ CORNER CORNER LOCK 8083 .48 — 21 V-033 AS REOD. TREMCO TR -5604N SPONGE NEOPRENE — 22 V-054 AS RECD. VINYL FOR HAM. GLASS — VENT PVC 23 V-055 • AS RECD. VINYL FOR LAM. INSUL GLASS • VENT PVC — 24 V -059 AS READ. VINYL FOR LAN. & LAM. INSUL GLASS (FIX.) AMC — 25 AS RECD. 3/18' X 3/8' X 4' I.G. SETTING BLOCK — — 28 AS REGD. 1/8" X 1/2" SINGLE FACE TAPE — — 27 P-025 — PLASTIC CAM Y B M NYLON — 28 _ — — — — 29 — .— .. — — 3O CD25 It C035 — SINGLE ARM OPERATOR ST. STEEL ROTC HARDWARE SYSTEMS 31 • — — — - 32 1.805 -8045 — 3 POINT LOCK ASSEMBLY • ROM HARDWARE SYSTEMS 33 GT553 — GUIDE HOUSING • ATTACHED W/ (3) #8 X 3/4' SIAS 34 GS001 • STRIKER • ATTACHED W/ (3) f8 X 1/2' WS . 35 #10 X 1' 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL . PH PHL SIAS #10 X 1/2° 2/ COINER VENT ASSEMBLY SCREWS Si. STEEL EH PHL SIAS •. • 37 #10 X 3/4` 4/ CORNER IMPOST ASSEMBLY SCREWS 5i STEEL PH Plitt. 5145 • • • • 38 #10 X 3/4' 2/ SIDE I10 OST ASSEMBLY SCREWS ST STEEL FH PHL SIAS _ , • • • FL•A PE. f .111037 O.A.N. 2004 ••.••• •• •• • • •••••• • • •••• •••••• • 000000 •• • • • • • • C 1 1 s drawing no. W04 -16 (sheet 3 of 7 ) •. • • • ••.••• • • • • • ••••••• ••••• • • •••.• • • ..•.•• • • • •. 000000 • • • • • • • •••••• ••••• • • ••••• • • • • • • • • • • • • • OOOOOO •• • •••• •••• • • •••• • • • • • • • • • •• • • • . • • • • • •••• • • •••• • •••••• • • • •• • ••. • • • • • • • • •••••• • • • • • • OOO Os. • • • • • • • • • • • •••••• • •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS FOR SPACING DADE APPROVED MULLION & MULLION ANCHORS 1BY OR 28Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. woe TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4a HILTI KWIK —CON u INTO WOOD STRUCTURES WITH 1 -3/8' MIN. PENETRATION INTO WOOD THRU WOOD SUCKS INTO MASONRY WITH 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4' HILTI KWIK —CON Q DIRECTLY INTO MASONRY WITH 1 -1/4' MIN. EMBED INTO MASONRY 1/4 -20 TEKS SELF DRIWNG SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) STEEL : Fy •• 36 KSI M1N. ALUMINUM : 6063 —T5 MIN. TITIDALIZILOISTA= INTO CONCRETE AND MASONRY +° 2° MIN, INTO WOOD - 1' MIN. 'YTS: ALL FRAME AND VENT CORNERS SEALED WITH TYPICAL. ANCHORS SEE ELEV. FOR SPACING io.........,........,. 1/4' MAU. SHIM r(zfi,t Y- .A. -U. Vo •4.f•+: Y.- H. Vu`ti.M-.[i -ff.- OOOOO + /.i •..M- :IY -N: `l rY.+ 1'-. ti- -11r+Y.J•..Y`-.11- ifrYV�+af'-+I :::::r•4rt-di -.Sn- - �frY�u1•-+if -# it. Riu••..l•if ;- it.-`ir.^•r.{ ^��J� TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR DL GPO. • • OOOOOO • • • OOOOO • • • • •' • • • • • •••••• • •••••• • • •••••• SINGLE VENT WINDOWS WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • •• • • • • • •••••• •••• • • •••• • • • •••• • •• 0000•• •• •• •■ • • 11 ••• •••••• ••••• •• .• • ■ • .0000 • • • • • •• •••S•• •••• • • • 0000•• •••• • • • • • •••••• 0' 0000 • ■• •000.0 • • • • •••••• • • • •• • 0 . • • • • • • ■ • • • TYPICAL ANCHORS SEE ELEV. FOR .SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING r -- L Ear ba21-- 'KIT OR Ziff WSUCK 2BV WOOD BOOK T/4' MAX. C) SHIM DUAL VENT WINDOWS IE 1I I A1UM 3XXt/B• L TUBBEE TYPICAL ANCHORS SEE ELEY. FOR SPACE40 1 /4'MAX. _MC E & NFOR SPACING •4 SIDE BY SIDE WINDOWS Enpr.`ot FARGOiO FLX PE 4_105S7 •• • • • • • • • • • • • •••••• •• •• • • 000000 •••• • • •••• ••0000 • 000.0• •• • • • • • • (sheet S of 7 ) • 0000• • • • • ••0000 ••0•• • • 00000 • '• ••••■•• • • 0.000• • • 0 000000 • • •••... • 000000 • 000000 00000 • • •• • •••• •.•• • • •••• •• • • ••• •• • • • • •• • • •••• • • • • •••• 000000 • • • • • • • • • • • •••.•• •• •• • • • • • ••.• ••.•.• • • •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • • • • ••.... •• •• • • •..... • • 000000 • •••••• • • • • • • (Li �tl V Nei RIB 3xkg dsa toN20 *set e, of 7) • •...•. • • • ...•.• ...•• • • .•••• • • 000000 •.•••• •• • •.•.•• • e • • •....• • • •• • • • •••• .•.. • • 0000 • ••• • • • • • • • ..• •• • • • • • 0000.. • •• • • • •a..•. 0000 • • • • •••• • • • • •• •.• • • • • • • . 0000•• •• •• .. . • • 0000 000000 • • •• •. • • • 0 HORIZ IMPOST 1.703 VERT. IMPOST to GLASS STOP (FIX. LAM.. INSUL GL.) FRAME JAMB (FIX. GLASS STOP (FIX. LAM. GL. aU FRAME HEAD /SILL (FIX.) t, SNAP COVER (FIX. LAM. GLN) is SNAP COVER (FIX. LAM. INSUL GL) CORNER KEY JAMB ANCHOR CUP FRAME HINGE .312 FRAME CORNER. •. • • • • • • • • • • • •••••• 0000 MO Dh .' • 0000• IMPOST ANCHOR CUP VENT HINGE IMPS CORNER a • 0.000. 0 - • • • 00.00• 00.0• • • ••000 • • 000000 • • • •. • *• *•• • MIA M I•DAI MIAM[ DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE R.C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami ,FL 33122 Your application for Notice of Acceptance (NOA) of Series 2400 ST Sliding Glass Door (Large Missile) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from 0 jobsite or manufacturer's plant for quality control testing If this product or material fails to perform in the approved manner, BCCO may revok m dify, or suspend the use of such product or material immediately. BCCO reserves BUILDING CODE ;COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (30S) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 approval, if it is determined by BCCO that this product or material fails to meetlt;;+ + +ens of the South Florida Building Code, The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0927.05 EXPIRES: 02/07/2007 C 'ef Product Control Division THIS IS THE COVERSHEET, SFF. ADDITIONAL. PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE TQis. Application for Product Approval has been reviewed by the BCCO and approved by the Building CoN: nd Proffiuef Review Committee to be used in Miami -Dade County, Florida under the conditions set fat Abbve. • • • • • ••••• • • • • • • • • • •• • • • • • • •• • '• • • •• •• • • •••• • • •••• SI D :' • • • • • ••••.• »04500011K20001t u ice a ewer pageaoc Internet mail address: postmaster @baildingcodeonline.com • • /0.,hirfrme, Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office Nmomwma ia MT �2 7 2006 Jig BY:.IAtI .__.o_.___a Homepage: http : //www.bnildingcodeonline.com R.C. Aluminum Industries, Inc. ACCEPTANCE No.: 01. 0927.05 APPROVED: February 7, 2002 IFS: February 7, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum sliding glass, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series `SST" Aluminum Sliding Glass Door- Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No WO1 -75, Sheets 1 through 6 of 6, titled "Series- 2404ST Alum. Sid. Glass Door (L.M.)," prepared by Al Farooq Corporation, dated 11/02/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not reouire a hurricane protection system. 5. LABELING • 5�1. 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 ". • • •••• • • • • i •' BUILDING PERMIT REQUIREMENTS •.41 Appliciori for building permit shall be accompanied by copies of the following: : '...6.1.1..3i,S Notice of Acceptance • • • • • : 6.1.2 • Duj licate copies of the approved drawings, as identified in Section 2 of this Notice of • • Yteceptance, clearly marked to show the components selected for the proposed installation. • •..• 6.1.3:: ?Cilf other documents required by the Building Official or the South Florida Building Code • • ($3C) in order to properly evaluate the installation of this system. • • .. • 2 Raul Rodriguez, Chief Product Control Division R.C. Alumimmi. Industries, Inc. ACCEPTANCE No.: 01-0927.05 APPROVED: February 7, 2002 EXPIRES: February 7, 2007 NOTICE OF AC 4 ,��'ANDARli CONDITIoNs 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. .b. he Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed • ' .hy the expiration date may be displayed in advertising literature. If any portion of the Notice of • • • • •Acceptance is iisplayed, then it shall be done in its entirety. • • •• 7.. A copy CA this:Acceptance as well as approved drawings and other documents, where it applies, shall • be provi 1cd terthe nger by the manufacturer or its distributors and shall be available for inspection at • • "..111th job sue Will time. The engineer need not reseal the copies. • • 8 Failure teeemply with any section of this Acceptance shall be cause for termination and removal of • • • apt••• .▪ ' 9• •'fills No1icrotAcceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE • 3 ul Rodriguez, Chief Product Control Division • •• • • • • • •••• • • • • • • • • • • . • ••••• • • •••• • • • • ••• •. • • • • • •• • •••• • • •••• • • • 2 1/2` MAX. TYP, HEAD /SILL CORNERS • •• • • • • • . SERIES 2400ST ALUMINUM SLIDING GLASS DOOR; • :: "DOORS GLAZED WITH 9 /16" GLASS (.090` tNTERLAYER) RATED FOR "LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. •.SEE SHEET 2 FOR CAPACITY. • • ••!MRS MAY HAVE ANY NUMBER OF PANELS USING STILE • • : S®NIGURATIONS AS SHOWN ON SHEET 4. • • ki : OX, X0, OXO, OXXO. • • - THESE PRODUCTS ARE DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDR10N FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OT HERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. AU. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED 194 1/4' DOOR WIDTH 4 1/2' SEE SCHEDULE FOR " N NO. OF ANCHORS R READ. 27/ / / 9 /2/ / j / /2• / //. IMMO Iwo MIMS NINO 44 5/8' D.L OPG. 50 1/4" PANEL WIDTH 44 5/B ELL OPG. 50• PANEL WIDTH TYPICAL ELEVATION TESTED UNIT NO. OF ANCHORS READ. AT HEAD AT STILE LOCATIONS SUBSTRATE 1HR U WOOD BUCKS IWTD WOW lRY DIR CTLY INTO MASONRY INTO METAL STRUCTURES DE;ICN LOAD 75 PSF 100 PSF 131 PSF 73 PSF 100 PSF 131 PSF 73 PSF 100 PSF 131 PSF 1/4" SHIM 5 6 7 4 4 4 4 4 a 3/8" SHIM a a 7 4 a 6 a 7 a 1/2" SHIM a 7 8 5 7 8 7 9 10 APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING BODE DA BY 7 CT CONTROL DIMON BUILDING CODE COMPUANOE OFFt ACCEPTANCE NO «-o f t r• o r U� E mtiliwoocrAmooa grotuardRes CL./. ,aB / 11557 JAN1•$2002. 4N k • • • • • • 0000 •• • • •••• • •••• i r • • • • • • • • •• •• �...,....__.. 00_00. drawing no. WO1 -75 Cohost 1 of 6 ) APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING BODE DA BY 7 CT CONTROL DIMON BUILDING CODE COMPUANOE OFFt ACCEPTANCE NO «-o f t r• o r U� E mtiliwoocrAmooa grotuardRes CL./. ,aB / 11557 JAN1•$2002. 4N k • • • • • • 0000 •• • • •••• • •••• i r • • • • • • • • •• •• �...,....__.. 00_00. drawing no. WO1 -75 Cohost 1 of 6 ) • •• • • • 0000 0000 • • •••• • • • • ••• •• • • • • • 0• • • ••• • • ••0• • • • LARGE MISSILE IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED P WIDTH N1'./IN. 000R HEIGHT FLAN. DESIGN LOAD CAPACITY - PSF EXT. ( +) INT. ( -) 2/8 3/0 3/8 4/0 4/8 5/0 8/0 131.0 131.0 131.0 131.0 131.0 131.0 130.3 130.3 112.3 112.3 98.5 98.5 2/8 3/0 3/8 4/0 4/6 8/8 131.0 131.0 131.0 131.0 131.0 131.0 127.5 127.5 105.3 105.3 2/8 3/0 3/6 4/0 9/0 131.0 131.0 131.0 131.0 131.0 131.0 120.4 120.4 2/8 3/0 3/6 4/0 24005T -007 131.0 131.0 9/8 131.0 131.0 2400ST -004 131.0 131.0 6083 -78 113.8 113.8 2/8 3/0 3/6 4/0 1 131.0 131.0 10/0 131.0 131.0 1/ PANEL 131.0 131.0 - 108.1 108.1 • • •• • • • • • • • • • • •• •• • • • •••• • •00• • • •• • • • • • 1/4' HEAT STR. GLASS .090 INTERLAYER SENTRYGLASS PLUS 1/4" HEAT STR. GLASS SILICONE 00W CORNING 995 LARGE MISSILE IMPACT RESISTANT LAMINATED BY 'ARCH ALUM' GLAZING DETAIL ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 2400ST -018 1 FRAME HEAD 6063 -78 - 2 240057 -010 1 FRAME 511.1. 6005 -75 - 3 2400ST -001 2 FRAME JAMB 6083 -T6 - 4 2400ST -008 1/MOV. PANEL MOVING HORIZ. BOIT. RAIL 8063 -T8 - 5 2400ST -009 1/FIX, PANEL FIXED HORIZ. BOTT. RAIL. 6083-76 - 8 2400ST -006 1 /MOV. PANEL TOP MOVING RAIL 6063-T6 - 7 24005T -007 1/FIX. PANEL TOP FIXED RAIL 6063 -T6 - 3 2400ST -004 1 /FIX. PANEL JAMB FIXED STILE 6083 -78 - 9 240057-002 1 LOCK STILE 6063 -18 - ` 10 2400ST -003 1/ PANEL INTERLOCK 6005 -75 - 11 2400ST -005 1 MEETING STILE 6005 -T5 - 12 240057 -012 1 THRESHOLD FIWNQ TRACK 6083 -T6 - 13 240057 -011 - SILL TRACK ANCHOR 6005 -75 - 14 24005T -019 1 HEAD ADAPTER 8063 -78 - 15 240057 -031 2 SILL TRACK PLATE (5 -1/4" X 1/4" X 4" LONG ALUMINUM AT EACH END 15A 24005T -031 3 SILL TRACK PLATE (5 -1/4" X 1/4' X 8" LONG ALUMINUM AT INTERLOCK /ASTRAGAL STILES 16 2400ST -032 - MTG. RAIL THRESHOLD SEAL 6063 -75 8" LONG 17 #10 X 1/2' 2 WEATHERSTRIP FASTENERS - - 18 V -027 - BULB W'STRIPPING VINYL. FP -712 PROTOTYPE 19 WV -2310 - FLAP WEATHER SEAL VINYL. WIBORG 20 V -026 - BULB W'STRIPPING VINYL FP -198 PROTOTYPE 21 W31285N1< - FIN PILE YI'STRIPPING - ULTRAFAB 22 Q250X270 - 0 -LON W'STRIPPING - SCHLEGEI. 23 -- - - - - 24 V -020 AS REOD. GLAZING GASKET (9/16" IMPACT GLASS) VINYL WV -1429 W1BORG 25 - - - - - 26 100 -7101 2 /MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL 27 10- 0018XX 1 STANDARD SUDE SET LOCK - WORLD IND. PRODUCTS INTL 28 - 1 LOCK KEEPER - - 29 - DOOR BUMPER - 1' DIA. X 3/4' LONG 30 - - - - 31 #10 X 1 -1/2' 2/ PANEL PANEL ASSBY. SCREWS ST /ST - 32 #10 X 1' 2/ CORNER FRAME ASSBY. SCREWS - - 33 - 2 4 -1/4' X .060' X 6' LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM •••4 34 - - 5/8" X 1 -1/2' X .1" PLATE 0 LOCK STILE BOTTOM ALUMINUM FASTENED WITH #8 X 3/8" FH SMS APPROVED AS C0MPLYINO WITH THE SOUTH FkAIDA BURRING CODE DAT BY CT CONTROL DIVISION BUILDING CODE COMPLIANCE 0 ACCEPTANCE NO. P 4- A t t 7 6 r. STRUCTURES FLA. PE 4 16557 JAN152002 (. v • •••••f •• ••► • 4 •••S • •••4 000.4 • •• • • • •0 • • • ••• ••••• • ••• 1 • • •• • a • • 0 • • • .••• • •••• • drawing no. WO1 -75 el3aet 2 of S • •• • I i • • • • • • • • •: •• 1•. • ••1 • •• ••. • • • • • • • •a 4• f a a n 1 TYPICAL ANCHORS IN CLUSTERS • MTG. ST9,E & INTERLOCK ENDS SEE SCH. AT SHEET 1 FOR QUANTITIES 4 4 4 WOOD' BUCK 0 • a 0 • II iI..j ii1 li 1 •• • • • • •010: •••- •• i j�^ >r1 s'AI 1111 li T.�i -, ::1 • • • • 4 W, •• EEEMI 0 cry A , 4 4 • .• • TYPICAL ANCHORS IN CLUSTERS `O MTG. STILE & INTERLOCK ENDS SEE SCH. AT SHEET 1 FOR QUAN'TI11ES .4 4 .44.. TYPICAL ANCHORS IN CLUSTERS OF 4 O MTG. STILE & INTERLOCK ENDS I, ti ii Ii it j1 :} 1 1 1 / 1 1. r r7 ri L_ __pit � —�fn 1, n C.•1 i r �1� I-N, 4 ri 11 II II I - j `— it ! I• ji ii 4. ij ii ij if Ij 1j. II III! II 1'I. II II!' I .a•% �' 1 l 1 1 I I rc;� �•iiiii�ii3r�iii%iwi�iiin"-1 momore In mei ' I `• 4 . METAL STRUCTURE 1/B" MIN. THICKNESS 1 TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE de INTERLOCK ENDS SEE SCH. AT SHEET 1 FOR QUANTITIES 0 I itirll�� fl g WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK –CON ti THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM '1/8" MIN. THICKNESS) SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. 1 CA cs§li LOCKS; SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41 -1 /2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEP$: pVED AS COMPLYING WITH THE BOUM FLORIDA BUILDING CODE W1 • 2-1 /2" WEEP NOTCH AT SILL CENTER DgTESOLi A Zo W2 • 1" NOTCH AT EACH END 14 TYPICAL AN HORS IN CLUSTERS OF 4 O NTG. STILE & INTERLOCK ENDS V7IUDUCT C(;:.s:.,;,; 'DW$.ON BUILDIAIG CODE p;I m OfFRX 1,CCEPrANCE NO. bf"�'i2 ?. wzrizonwratir STRUCTURES ' •2 FLA PE aI< 1 4557 JAN 15 2002 drawing no. WO1 -75 (sheet 3, of 6 ) • • •• ••• 1••• • • •• • • ,• • •- • • • • • •••• • • ; • •••••• • • • • • • • • • • • •••4•• k:' • • • • • • • • • • • • • • • • 18Y OR ZBY WOOD SUCK PAWL WIDTH WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING s/@' SHIM MAX, PANEL WIDTH SHIM TYP CAL ANCHORS IN PAIRS SEE ELEVATION FOR SPACING PANEL WIDTH EXTERIOR TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE 1/811 MIN. THICKNESS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • •• • • •1 •• AA 00 • • 1 • •i•• •0 • • • ••• •q • • • • • •• •••• • • •••• • • • A• • d, • • SHIM • SHIM SASPA•�•11 Y7 1�ITq T .. IXIN FA"C4 SO FL IOA 841 1, TOE i. rntUCNREs " ; E �1 ►fry F. PE 16537 DIVISION ;. BUiU»S tIODE COMP Ono + t gpI�oiit7.off", JAN 1 5 2002 (sheet tot 6 rr � � • • • 1•• 1•• • I•• • •• • • • •• • • • • ••• • 0000 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • 1,475 Ir f�- -3187 .344 FRAME HEAD 8.062 .078 FIX. TOP RAIL 1.718 1_1.569-01 MOV. TOP RAIL LOCK STILE 8.378 1.396 •• • • •• • 1,474 •• • •• • • • •• • • ••• FI?L BOTTIDM RAIL MOVING BOTTOM RAIL APPROVED AS COMPLYING WITH THE ADUTH FLORIDA BUADING CODE • • • •• • • •• •• 5.562 • I••• 1.000 • • • • • • • •• •••• • • •••• FIXED STILE • • •• • • • •• FRAME JAMB CO'I rs DIMON BUILDING COW :COMPLIANCE OFFICE A DOEFJANCE NO. A' O f i7.6 •�, 4. •• • • • • • • •• • • • • •• • • • • • 3.375 nWilk F1.A.'e F '16D57. .697 1 2,686 ],373 1.584 .250 4.872 5.687 ,437 FRAME SILL 2.498 ----+I THRESHOLD SILL ANCHOR JAN 1 5 2002 (sheet 5 of 6 • •• • ••• •.•• • • • • • •• • ••••'• • • • • • • • • • f'< Y• f.= P PANEL TOP CORNER • • • • • • •••• • • • • •• • •••• sPPROVED. AS caMPviNe WITH niE sous now earth ;r' • •• • • • • • FRAME BOTTOM CORNER • • • • • • • • • • • M IAM hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ia_i 5�r_ U OCT 2 7 2000 - B I.m 9e0 � OOOeOpoommo MIAMI DADE COUNTY, FLORIDA METRO -DADE PLAGLBR BUILDING 140 WEST FLAMER STREET, SUITE 1603 MLAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 R.C. Aluminum Industries, Inc. 2085 NW 75th Ave Miami, FL 33122 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 Co rve the right to have this product or material tested for quality assurance purposes. If thus to perform in the accepted manner, the manufacturer will incur the expense of such tstujg : y immediately revoke, modify, or suspend the use of such product or material within the ; O . ; es the right to revoke this acceptance, if it is determined by Miami-Dade County Pr 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 corn includinthe High Velocity Hurricane Zone. DESC1IIPTIOI? Wits RS100 Aluminum Single Hung Window APP$Q foAL DQrCUJN ENT: Drawing No. W0449, titled "Series RS100 Alum Single Hung Window (L.M.I.) ", sheets. through Lama lirepared by AL- Farooq Corporation, dated 03/09/04 with revision "A" on 05/19/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with tit It otitce oc•A&oeptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMP 1CT1$AT1 NG: Large and Small Missile Impact LABLdNG: Ej ypit shall bear a permanent label with the manufacturer's name or logo, city, state and folio ng!tatemeafi."Miami: Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of t i9QA shall be considered after a renewal application has been filed and there has been no chaein?he 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. cc 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 Theodore Berman, P.E. 06-16 '16 NOA No 04-0421.02 Expiration Date: June 24, 2009 Approval Date: June 24, 2004 Page 1 RC. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. , DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -19, titled "Series RS 100 Alum Single Hung Window (L.M.I.) ", sheets 1 through 4 of 4, prepared by AL- Farooq Corporation, dated 03/09/04 with revision "A" on 05/19/04, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -4024 dated 01/14/04, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 • ' • • • •' • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 • • • • •' :. : 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 • • • • • •Aliing with marked-up drawings and installation diagram of an aluminum sliding glass • • • • • • • • ..door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -4005 • • • • • • • • • •dated 01/14/04, signal and sealed by Edmundo J. Largaespada, P.E. . • • •G".::• CALCULATIONS • 1. • . •Aiichor Calculations, ASTME -1300, and structural analysis, prepared by AL -Farooq • Corporation, dated 04/06/04, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to " E.I. Dupont DeNemours" for " Dupont Butacite ® PVB" dated 02/15/01 and expiring on 12/11/05" *40114e Za-vev40-1-7 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0421.02 Expiration Date: June 24, 2009 Approval Date: June 24, E.1 LC. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 04108104, signed and sealed by Humayoun Farooq, P.E. 2. Statement Letter of conformance dated 04/08104, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). • •• • • • • • • • • • • • • • • • • .••• • • • • •••• •• • • • • •• • • • ••• •• • • • • • • • •• • • • •••• • • • • • •••• • • • • • •• •• • • •••• • • • • •• • • • • • • • • • E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0421.02 Expiration Date: June 24, 2009 Approval Date: June 24, 2004 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS \� .090" INTERLAYER \DUPONT BUTACTTE PVB • •• • • • 0000 •00• • • • • • ••• •• • • • • • •• 1/80 HEAT STREN'D GLASS SILICONE (rDDW CORNING 795 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD CAPACITY - PSF 'WT NDOB DThLS. GLAB.S TYPE 'A' & 'H' WIDTH HEIGHT EXt( +) INT.( -) 19 -1/8" 80.0 80.0 26 -1/2" " 80.0 80.0 37" 26 80.0 80.0 48" (4) 80.0 80.0 53 -1/8" 80.0 80.0 19 -1/8" 80.0 80.0 28 -1/2" 3s -3 /rI" 80.0 80.0 37" 80.0 80.0 48" (4) 80.0 80.0 53 -�1/8" 80.0 80.0 19 -1 /8" 80.0 80.0 28 -1/2" BO -5/8" 80.0 80.0 37" 80.0 80,0 48" (8) 80.0 80.0 53 -1/8" 80.0 80.0 19 -1/8" 80.0 80.0 28 -1/2" " 80.0 60.0 37" 58 80.0 80.0 48" (8) 80.0 80.0 53 -1 /8" 80.0 80.0 19 -1/8" 60.0 80.0 28 -1/2" " 80.0 80.0 37" 80.0 80.0 48" (8) 80.0 80.0 53 -1/8" 80.0 80.0 19 -2/8" 80.0 80.0 28 -1/2" 74 -1/4" 80.0 80.0 37" 80.0 80.0 48" (8) 80.0 80.0 53 -1/8" 80.0 80.0 19 -1/8" 80.0 80,0 28 -1/2" " 80,0 80,0 370 78 80.0 80.0 48" (8) 80.0 80.0 53 -1/8" 80.0 80.0 * NO. IN PARENTHESIS ANCHORS PER JAMB. INDICATE NO. OF' •• • • • • •••• • • •••• • • • ••• • • Oft • • • •• • • •••• • • ••. • • • • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT 15 OESIGNED TO COMPLY WITH THE HIGH VELOCI f HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO .TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 1/8" HEAT STREN'D GLASS SILICONE r.DOW CORNING 795 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MUWON & MUWON ANCHORS TYPICAL HORS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • •••• • •••• •••• • 0000 • • • • • • WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCIJQRS; SEE ELEV. FOR SPACING 1/4" HiLTI KWIK —CON, LL INTO WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" HUI KWIK —CON IJ DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO MASONRY 1/4-20 KWIK —FLEX SELF DRIWNG SCREWS BY 'HUI` INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. • • • • • •••• • • • • • 0900 • • • •••• • • •• 0• • • • • 0000 0•• • • • •0• • •• • • • • .•• 0• • • • •• • • 0 • •••• • • 10006 • • • • •11 •••• ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. WEEPHOLES; WI imt 1" WEEP NOTCH H AT EACH END TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING drawing no. W04 -19 •••• • • • • • 0000 • • • • • • • MIAMI -DA)E COUNTY APPROVED MULLION SEE SEPARATE NDA ....TYPICAL ANCHORS SEE ELEV. FOR SPACING 1''.11==11. t. ":. t'di • • • • • •s•••• • •••• • • •••• • • • • • 1/4" SHIM • MAX.• 2BY WOOD BUCK •• •• •••• • • •••• (2)411 • • WINDOW WIDTH WINDOW WIDTH ITEM # PART # EBQD. DESCRIPTION MATERIAL MANF. /SUPPLZEE/REMAEKS 1 RS100 -008 1 FRAME HEAD 6083 -18 - 2 RS100 -007 1 FRAME SILL 8083-16 - 3 RS100 -004 1 MEETING RAL 0063 -78 - 4 RS100 -001 2 FRAME JAMB 6083-T8 - !i RS100 -003 1 VENT HEAD - - 8 RS100 -008 1 VENT BOTTOM RAIL 6083 -TB - 7 500Y -007 AS READ. GLAZING BEAD 6083 -78 — 8 — — — — - 9 RS100 -009 2 VENT SIDE RAIL 6063 -76 - 10 CHANNEL 2 VENT STOP 1 -1 /4'x 1 -1/4' x 2 -1/2" - - 11 - - - - - 12 W33231N1< 4 WEATHER STRIPPING PULE (VENT JAMBS) - - 13 W3323INK 1 WEATHER STRIPPING PIE (MEETING RAIL) - - 14 CI-LON r 1 4-375 X 190 WHITE - - 16 V -033 1 WEATHER STRIPPING GASKET NEOPRENE - 16 V-054 1 VINYL LAM. GLASS PVC - 18A V -055 1 VINYL LAM. INSUL, GLASS PVT: - 17 P-020 2 VENT TOP GUIDE NYLON ATTACHED W/ #8 X 3/8" FH SMS 18 P -022 2 VENT BOTTOM DUDE NYLON - 19 P -023 2 HANDICAP FINGER LOCK RIGID VINYL 6" FROM EACH END 21 — — — — — ' 22 #10 X 1 # AS READ. FRAME ASSY. SCREWS ST. STEEL. P.H. PHL. 23 2 1" X 1' X 4' LG. FOAM PAD - - 24 2 ULTRA LIFT BALANCE # 23 x 30 1.8 - 0AEU- 25 2 ULTRA LIFT NON TILT BRACKET - - 28 - OPTIONAL SCREEN ALUMINUM - 1/4' SHIM MAX. • TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH t �tt if: Iu i.[ ZT ■Ic'L E Jl =1G : 1 -zt[ LL: Li v\F - ::-. '.4„.ir -.H.. ac : :::tt- '.fr'i.„...::1f--lir. - Yi :+•r.Y- .if�fi.-Y.." Kt,-.lt- ti.- -`t.. "4 . •-.tf -1lz..s1 4a!-' Y� tf=- ti-- •tri*i:iY= .it =-tt:� ;#ti M+'�N=- f /i- +ti,.•+..)ti lf-itr p 'S • 'r' • 1 • - N•••5ni+^.M- t1x- `f..� +.i Y:�iHti- !!f.��.r.l xAt�- f1.-Y� "'..t ^. N.tS.YvIt.- lf.r.•l ?iv .:4.t•-•l.— tir-41.••4•* EXTERIOR 41$ BUCK 'Yn9r, t t. HUMAYOUN K 1" 16587 MAY 2 4 2004 .1 2 N 3"1 0:q Hi; •• • • • • • • •••• • • • • •••• • • • • • • ••.• • • • • •• • • •• • ••• • • • •. • •• • • •• ••• •• • • • • • • • • • •••• • • • • • •••• • • • • • • 1 k z drawing no. W04 -19 ,sheet 3 of 4 • • 2.940 1.750 2.815 FRAME HEAD .750 -- --- -- 2.875 --- -• 3.250 .750 1.794 .188 .100 -h- -1.557 MEETING RAIL. • •• • • • • • L091 • ...• • • •••. • • • •••• •••• • • •••• 1 •; 1 •• • • • • •;•t78o .f ... f 24!'" •••• • • • •... • • 1.118 ••• • •. • • • • • • •••. • • • • • 0..• • • • • .•.• GLAZING BEAD .••,2.500 00.41 1.125 • • • • • .••• ••• • • • ••• • •• • • • .•• .• • • • • •• •�...• ••• •t • • • •••. 1.153 •p...• • 41.41 • 4141•• 1.150 VENT CORNER DETAIL VENT TOP RAIL. VENT SIDE RAIL. 2.825 -1,841 Jrn..> .082 11112. —.965 888 FRAME CORNERS DETAIL 2.813 VENT BOTTOM RAIL. MAY % 0 2004 FRAME SILL drawing na. W04 -19 sIieet 4) ••• • • • • 0000 • • • • •••• • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Doors Manufacturing, Corp. 7500 N.W. 69 AVE Miami, FL 33166 SCOPE: os-06 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 711TECIWYrit ©CT 2 7 nit This NOA is being issued under the applicable rules and regulations governing the use of cons •x` ' °° ° ° 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 productbr material tested for quality assurance purposes. If this product or • to perform in the accepted manner, the manufacturer will incur the expense of such tes . ��the , immediately revoke, modify, or suspend the use of such product or material within their j B _ erves the right to revoke this acre Lance, if it is determined by Miami -Dade County Product atthis product or material fails to meet the requirements of the applicable building code. Thl§"f t'bduct is apptA+ ed as described herein, and has been designed to comply Code, ineT&tiiig the High Velocity Hurricane Zone. DESCRIPTI(� • aeries DI1S- 500 Aluminum Flush Glazed Storefront Sys Ar,PrROVAL MENT: Drawing No. W02 -27, titled " Series "DHS -500 Flush Glaze Storefront S 's. ",'meets 1'1Tifdiigh 7 of 7, prepared by AL- Farooq Corporation, dated 03/29/02, signed and sealed by l3ugma noun Faso. P .E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MI .E Imgsag RATING: Large and Small Missile Impact LA$ELING:kic'lril4nit shall bear a permanent label with the manufacturer's name or logo, city, state and fo lowing stateifient: `Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 040331.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 Page 1 Delta 4? oor,Manufacture Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. W02 -27, titled "Series "DHS -500" Alum Flush Glaze Storefront Sys.", sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 03/29/02, 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 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4115, dated 03/03/04, signed and sealed by Edmundo J. Largaespada, P.E. • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • •••• • • • • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • . 6) Forced Entry Resistant Test, per EEC 2411.3.2.1 (b) and TAS 202 -94 • • .. • • qng with marked -up drawings and installation diagram of aluminum single hung • • • • • • • ' • WI window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • • • L -4042, dated 01/26/04, signed and sealed by Edmundo J. Largaespada, P.E. • •••• • a• • • • CALCULATIONS • • 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation , dated 05/16/02, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15 /0lexpiring on 12/12/05. 2. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass, Inc." for " Stormglass Laminated Glass" approved on 12/11/03 and expiring on 12/11/08. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0331.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 E -1 Delta Door Manufacture Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 03/12/04 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of Code Compliance issued by Bromley- Cook, on 03/12/04 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • .• • • • •••• .••• • • •••• • •• • • • ••• •• • • • • • •• • •••• • • •••• • • • • •. • • • • • • • • • • •• •• • • •••• • • •••• • •• • • • • • E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0331.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 • •• • • 0410• •••• • • •••• • •• • • • •• •• • •• • •••••, •••• • • •• • • • • • • • • • • •• •• • • •••• • • 0 sp i D.L OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 • 4" MAX. TYP. • •• • • • • • HEAD /SILL CORNERS ANCHORS TYPE A, 8 OR C // 2, 3 OR 4 AT ,JAMB-' SEE SHEET 4 17" MAX. AT HEAD/SILL DHS --500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH NE HIGH VELOCITY HURRICANE ZONE OF THE 20a1 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. A 3391 INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS. MAX. MULLION SPACING SEE SHEET 3 TYPICAL ELEVATION$ i ANCHORS TYPE A, B OR C 3 OR 4 AT EACH SIDE OF MULL SEE SHEET 4 INSTRUCTIONS; USE CHARTS AS FOLLOWS. �1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BL03. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 • THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. D.L OPG. SEE SHEET 2 ¢' I 1 M / N N < -1 Ti I s I 4• MAX. TYP. HEAD /SLL CORNERS ANCHORS TYPE A, 8 OR C / 2, 3 OR 4 AT JAMB SEE SHEET 4 Yngn PR YR f0 1 IE 16867 D.A.N. . MAR 2 3 2004 17" MAX. AT HEAD /SILL •• • • • • • • • • • • • •• • • 4141•• • • •••• • •• • • • • • • drawing no. W02 -2 o. sheet 1 of 7 ) • 1• • • • •00• • • •• • •00• • ••s. • • • • • • •1• •. • • • •' • • .• • • • • .000 • • 0000 • • • GLASS LOAD CAPACITY - PSF NOMINAL DIMS. LASS TYPE 'A' & 'H' D.LO. WIDTH 0.L0. HEIGHT EXT. ( +) & INT.( -) 28' 130.0 32' 130.0 36" 130.0 40" 98" 130.0 44" 8a' 130.0 45" 130.0 52" 130.0 56" 130.0 60" 130.0 28" 102" 130.0 32" 130.0 36" 130.0 40" 130.0 44' 68" 130.0 48" 130.0 52" 108" 130.0 56' 130.0 8a" 123.9 28" 130.0 32" 130.0 36" 114" 130.0 40" •, 130.0 440'. : 72" 130.0 " • Y • 130.0 WI' f" 120" 130.0 86" ." es 122.8 114.8 64:•• 130.0 Nair." 130.0 154,,••• • 130.0 130.0 w••• ;40; •• 130.0 44" ' 78' 130.0 48" 130.0 52' 122.8 58" 113.8 80" 106.3 28' 130.0 32" 130.0 38" 130.0 40" 130.0 44" 84" 130.0 48' 125.4 52' 114.3 56' 105.7 80" 98.8 28" 130.0 32" 130.0 38" 130.0 40" 130.0 44" 90" 130.0 48" 117.7 52" 106.8 58" 98.5 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' & 'H' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) & INT.( •) 28" 130.0 32" 130.0 38" 130.0 40" 98" 130.0 44" 125.3 48" 111.0 52" 100.2 28" 130.0 32" 130.0 Re 102" 130.0 40" 130.0 44' 120.7 Cr 105.4 28' 130.0 32" 130.0 38" 108" 130.0 40" 130.0 44" 116.1 28" 130.0 32" 130,0 38" 114" 130.0 40" 130.0 44" 112.3 28" 130.0 32" 120" 130.0 38' 130.0 40" 130.0 D.LO. WIDTH D.L.O. WIDTH 4t d 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS •. • • • • .090" INTERLAYER .075" COMPOSITE MITERLAYER • SENTRYGLAS PLUS STORMGLASS • • BY 'DUPONT 8Y 'OLDCASTLE' • • • ea 1/4" HEAT STREN'D GLASS 1/41 HEAT STREN'D •••• • • 000• • 1 • • z •• • • . • • GLASS TYPE 'A' GLASS TYPE 'H' GLAZING OPTIONS • • • • • •• • • • • • • 0000 • • 0.410 • • • • • • • IS • • • ••1 •• • • • • • • • •• • • • ••.. • • • • •••• • • • • MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. W/0 STEEL RHINE. WITH STEI L REINF. mom (W) FRM€ HEIGHT EXT.( +) & ENT.( -) EXr.(+) a INr.( -) 32' 36' .40" 44' 48" 52' 56" 50° 72 " 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32' 36' 40' 44" 48' 52" 55' 60" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32' 38" 40' 44' 40' . &V 341" 46:••: 34" : • 1304 130.0 130.0 130.0 130.0 130.0 123.5 130.0 11 130.0 1111.1631111111 130.0 108.3 130.0 102.2 130.0 • • • .l • 4p••• 44'r•• VC• es t6'' 50" • 130.0 130.0 118.7 130.0 90' 108.8 130.0 100.3 130.0 93.9 130.0 83.8 88.6 130.0 84.2 130.0 80.7 1 30.0 32' 36' 40" 44' 48. 52" 56" 80" 88,9 114,4 130.0 97.1 130.0 88.6 130.0 " 81.8 130.0 96 78.2 130.0 98" 71.7 130.0 68.0 130.0 84.6 130.0 WIDTH (W) - W1 + W2 2 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REINF. MOTH (W) FRAME HEW EXr.( +) & ENT.( -) EXT.( +) At INT.( -) 321 36' 40" 44" 48" 52' 38" 102 " 95.0 130.0 80.4 1304 73.2 130.0 67.5 130.0 82.8 130.0 58.9 130.0 55.7 130.0 32" 38" 40' 44" 48" 52' 108" 79.7 130.0 67.3 130.0 81.3 130.0 56.4 130.0 92.4 130.0 49.0 130.0 32" 38" 40" 44" 48" 130.0 67.8 130.0 57.0 130.0 114" 51.8 130.0 47.6 130.0 130.0 44.1 128.3 32' 36" 40" 44' 43" 130.0 87.8 130.0 93.0 48.7 130.0 120" 44.2 130.0 32' 38" 40' 44" 48" 52' 56' 80" 40.6 124.7 130.0 37.8 115.3 W/0 STEEL REINP. WITH STEEL REINF. I MULLION LOAD CAPACITY - PSF MULLIONS WITS INTERMEDIATE HORIZONTALS NOMINAL DIMS. 1/0 STEEL REINF. WITH STEEL REINF. morn (W) j FRAME HEIGHT C(r.( +) & INT.( -) EXT.( +) & 1Nr.( -) 32' 38" 40' 44' 48° 32' 58" 80" 72 ° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 129.3 130.0 32" 38` 40' 44" 48" 52" 58' . 30' w 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.5 130.0 118.8 130.0 110,1 130.0 102.8 130.0 32' 38' 40" 44" 48' 52" 56' 80" 84" 130.0 130.0 130.0 130.0 123.5 130.0 112.2 130.0 102.9 130.3 93.0 130.0 88.2 130.0 82.3 130.0 32' 38" 40' 44" 48" 52' 56' 80" 130.0 130.0 111.5 130.0 100.4 130.0 " 91.3 130.0 90 83.8 130.0 771 130.0 71,7 130.0 88,9 , 130.0 32° 36' 40' 44' 46" 52' 58" H0" 110.3 130.0 91.9 130.0 82.7 130.0 73.2 130.0 98" 88.9 130.0 63.6 130.0 59.1 130.0 55.1 130.0 INTERMEDIATE HORIZONTALS WON (W) W1 + W2 2 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS WITH STEEL RE EXT.(+) & INT.( 130.0 130.0 130.0 130.0 130.0 130.0 129.7 130.0 130.0 130.0 130.0 130.0 124.6 130.0 130.0 130.0 130.0 121.1 130.0 130.0 130.0 119. • • 1093 4141 • • • NOMINAL DIMS. W/0 STEEL REINF. WIDTH NO f FRAME HEIGHT EXT.( +) & H4r.( -) 32' 36' 40' 44" 48' 52` 58" 102" 91.9 76.6 69.0 62.7 57.3 53.0 49.3 32' 38' 40' 44" 48' 52' 106° 77.5 84.5 38.1 52.8 48.4 44.7 32' 36" 401 44" 48' 114" 53.9 54,9 49.4 44.9 41.2 32' 38" 40' 120' 44" 48' 58.5 47.1 42.3 38.5 35.3 •• ••• •r • 4141 00• • • • 1r /0 STEEL REINF. WITH STEEL REINF. F �iEtt • • 4141•• •4141• • CC ■ z p N 8 en Zi Q•• eZ osr drawing no. W02 -27 (sheet 3 of 7 ) • • • 0000 • • ► s • • •• • • •• • • 0000 • • •••• • • • •• • • 0. • • • •• • • • • • • . • • • • • 0000 • • ANCHOR LOAD CAPACITY - PS? EXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'BI ANCHORS TYPE 'C' YOUTH (W) FRAME HEIGHT A2 A3 A4 B2 C2 32' 38" 40" 44" 48" 52" 58' 80' 72' 121.9 130.0 130.0 130.0 130.0 108.3 130.0 130.0 130.0 130.0 97.5 130.0 130.0 130.0 130.0 88.8 124.1 130.0 130.0 130.0 81.3 113.8 130.0 130.0 130.0 75.0 105.0 130.0 130.0 130.0 89.6 97.5 125.4 130.0 130.0 85.0 91.0 117.0 130.0 130.0 32" 38' 40' 44" 48" 52" 58' 80" 78" 112.5 130.0 130.0 130.0 130.0 100.0 130.0 130.0 130.0 130.0 90.0 128.0 130.0 130.0 130.0 81.8 114.5 130.0 130.0 130.0 75.0 105.0 130.0 130.0 130.0 89.2 98.9 124.8 130.0 130.0 84.3 90.0 115.7 130.0 130.0 80.0 84.0 108.0 123.1 123.1 32' 36' 40" 44" 48" 521" • • • 58% * 8q". 84" • • 104.5 130.0 130.0 130.0 130.0 92.9 130.0 130.0 130.0 1300 83.8 117.0 130.0 130.0 130.0 78.0 108.4 130.0 130.0 130.0 89.8 97.5 125.4 130.0 130.0 84.3 90.0 115.7 130.0 130.0 59.7 83.8 107.4 122.4 122.4 55.7 78.0 100.3 114.3 114.3 400" 311." • 40" 44.0.• 48; • • • 58::. • 5 ".•• 80• 90' 97.5 130.0 130.0 130.0 130.0 88.7 121.3 , 130.0 130.0 130.0 78.0 109.2 130.0 130.0 130.0 70.9 99.3 127.8 130.0 130.0 55.0 91.0 117.0 130.0 130.0 80.0 84.0 108.0 123.1 12.3.1 55.7 76.0 100.3 114.3 114.3 52.0 72.8 93.8 108,7 106.7 32" 38' 40' 44" 48" 52' 5504 80" 91.4 128.0 130.0 130.0 130.0 81.3 113.8 130.0 130.0 130.0 73.1 102.4 130.0 130.0 130.0 86.5 93.1 119.7 130.0 130.0 98° 60.9 85.3 100.7 125.0 125.0 58.3 78.8 101.3 115.4 115.4 52.2 73.1 94.0 107.1 107.1 48.8 88.3 87.8 100.0 100.0 32" 38" 4.0" 44" or 52" 58" 80" 88.0 120.4 130.0 130.0 130.0 78.5 107.1 130.0 130.0 130.0 88.8 98.4 123.9 130.0 130.0 82.8 87.8 112.8 128.3 128.3 102" 57.4 80.3 103.2 117.8 117.8 52.9 74.1 95.3 108.8 108.8 492 68.8 88.5 100.8 100.8 45.9 84.2 82.8 94.1 94.1 ANCHOR LOAD CAPACITY - PSF E1c1.( +) & INT .( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 A4 B2 C2 32' 38' 40" 44" 48" 52" 58" 60" 108' 81.3 113.8 130.0 130.0 130.0 72.2 101.1 130.0 130.0 130.0 85.0 91.0 1170 130.0 130.0 59.1 82.7 108.4 121.2 121.2 54.2 75.8 97.5 111.1 111.1 50.0 70.0 90.0 102.6 102.8 48.4 85.0 83.8 95.2 95.2 43.3 80,7 78.0 88.9 88.9 32" 38" 40" 44" 48" 52" 58" 80" _ 114' 77.0 107.8 130.0 130.0 130.0 88.4 95.8 123.2 130.0 130.0 81.8 88.2 110.8 128.3 128.3 58.0 78.4 100.8 114.8 114.8 51.3 71.8 92.4 105.3 105.3 47.4 58.3 85.3 97.2 97.2 44.0 81.8 79.2 90.2 90.2 41.1 57.5 73.9 84.2 84.2 32" 38" 40' 44" 48" 52" .58" 80" 73.1 102.4 130.0 130.0 130.0 85.0 91.0 117.0 130.0 130.0 58.5 81.9 108.3 120.0 120.0 53.2 74.5 95.7 109.1 109.1 120" 48.8 88.3 87.8 100.0 100.0 45.0 53.0 81.0 92.3 92.3 41.8 58.5 75.2 85.7 85.7 390 54.8 70.2 _ 80.0 80.0 ANCHORS TYPES', SEE SHEET 5 FOR DESCRIPTION A2 m 2 ANCHORS TYPE 'A' AT EACH SIDE OF' MULLION OR JAMB 92 a 2 ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C2 - 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB A9 - (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB 44 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMS AIL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 42. 132. i .A3 INTERMEDIATE HORIZONTAL WI W2 W1 + W2 WIDTH (W) 2 (MULLION) INTERMEDIATE HORIZONTAL W10TH ('4) wi (JAMS) Apipr°"ed I . . •2 r�iTr�s- 111' #Y ...r •• • • • • • • • • • • • •• •• • • • • • •• • • • • • 5 g it at d' ZW; 4rnew •• • 0000 o• •co 8 o • ~M ell X14 •G drawing o W02 --27 • • • • • • • •0.. • • • • • • •• • • • •••• • • •••• • •• • • • •••• • •• • • • ••. •• • • • • • • • •• • • • ▪ •••• • • • •••• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING a 4 • 1BY OR 28Y —WOOD BUCKS •.4 . 4 a. • •• • • • • • • • •••• •� • •• • .•• •• ••• • •• • • • • • 10 11 l ;f II 1 jai \Rt 0 0 0 11 0 NOM t• { 0 0 i1 If 0 0 At 12 +51 '•ax 4 4 Q• • . • , a • 0 2 :a NI. •, • a +TYPICAL ANCHORS SEE ELEV. FOR SPACING •a . O. A ° TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/81 MIN. THICKNESS $ •,•. . ° TYPICAL ANCHORS SEE ELEV. FOR SPACING a .4 28Y WOOD BUCKS A • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING °• C a'0 a 0 4 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING • WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W— 1/4" TAPCONS INTO WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '3$— 1/4" TAPCONS DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY •• • • • • • • • • • • • •• •• • • •••• • • • •• • TYPE 'C'— 114 SUS OR 1/4* SELF DRILLING SCREW • ••• INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. CR. HuMA • A STRUCTURES FLA. 8E ' 16557 C.A.N. 538 MAR 2 3 2004 • • ••• w • •.•••• ••. • g• �. •.•• co • O co • • • • �i�'�• � {-per•• 0••• I 7 • • • •. • 0 a ••• • c 1 •C 1 drawing no. W02-27 (sheet 5 of 7 ) • • •• • • • • • •••• • • •••• • • •e•• • • • • • • • • • ••• •• • • • • • • • • •• • • • •••• • • • • • •••• • • • 1/4" MAX. SHIM 1/4-20 X 2" MS W/ WASHER & NUT AT 27" Q.C. MAX. 1/4" MAX. SHIM 1BY OR 28Y W000 BUCKS •TYPICAL ANCHORS .SEE ELEV. FOR SPACING Aq D.L OPG. D.L. OPG. • • • •TW CAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• •• • • • • •••• METAL STRUCTURE 1/8" MIN. THICKNESS EXTERIOR FRAME WIDTH STEEL REINFORCING TIONAL SEE CHART ON SHEET .3 •. • • • • • • • • •• •• • • •••• • • •••• • • • �t • • • • f. .. • • •• © • • • M ••• • • • 4• �t�••• LA0g Q•'' 2 g •••• • • • • •• • • • • •• • • • • • • t TYPICAL ANCHORS SEE ELEV. FOR SPACING o • : FLA .PE 18557 MAR 2 3 2004 drawing no. W02-27 (sheet 6 of 7 ) • •• • • • • • •••• • • •••• • • •••• • •• • • • •. •• • ••• •• • • • • • • • •. • • • •••• • • • • •••• • • -.125 .994 x-.093 4.984 1 3.507 If 3.983 1.063 .- -1.750 1.000 FRAME JAMB/MULLION t 1.750 1.000 FRAME HEAD /SILL .094 • • • • • POCKET FILLER • r • SNAP IN COVER 1.000 1.750 1.000 4.952 4.625 1.063 3.948 FRAME HORIZONTAL STEEL REINFORCING 38 KSI MIN. 1.284 1.127 r 1 .947 1.127 .575 GLAZING STOP .094 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL 1 DIA •103 AS RECO. FRAME HEAD /SILL 8063 -T5 A ANIVSUPPLISR/REkA2 2 DLO •104 AS READ. FRAME HORIZONTAL 6063 -76 3 DLD •100 AS READ. FRAME JAMB/MUUJON 8063 -T6 4 01.0 -102 AS REQO. GLAZING STOP 8053 -T5 S 8 04.0 •101 AS READ. POCKET FILLER 6083 -T8 7 04.0 -108 AS READ. SNAP IN COVER, 2 -1/2- LONG 6063-.75 8 AS READ. GLAZING GASKET NEOPRENE 9 AS READ. GLAZING COMPOUND SIUCONE 10 AS READ. GLAZING TAPE 11 AS READ. SETTING BLOCK AT 1/4' POINTS NEOPRENE • • DOW 995 NORTON 1/9- X 3/4- X 2- LONG 12 #12 X 1 -1/4- 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL 13 AS READ. MULLION REINFORCING CHANNEL STEEL qP^ OR . 4 l JN i STRUCTURES FLA. PE 15507 CA #_ N. MAR 2 3 2004 Appro•cd •• • • • • • • • • • • • •• •• • • • • •••• • •• • • • • eesolsinwillthe i rx nate i S • • 0 • (• • • ii. :ix •• • • . M •- • v". ',elk .. e.: 3 ! 1-4; • n i. 2 •••. • 5 'c 1 • •, •••• 0 0.8 rig 17 1 drawing no W02-27 (sheet of • • • • •••••• • • • • • • • • .. MIAM14aADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75x' Ave. Miiami, FL 33122 SCOPE: OCT 27 20D6 i, BY: ..._G z";,.......o MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BIJJWING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www buildinucodeonline.conr 60J-06 -I-6Z 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 suc r� w i7i may immediately . s: revoke, modify, or suspend the use of such product or material within + +n. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County P + uct tr. i r ' ' n 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 cmnply with the Fl.:,+ : uilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FX100 Aluminum Fixed Window —L.M APPROVAL DOCUMENT: Drawing No. W04 -44, titled "Series FX 1 to u + ixed + dow sheets 1 through 5 of 5, prepared by AL- Farooq Corporations, dated 05%291 t , • revision "D" on 01/16/06, 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. MISSILE IMPACT RATING: Large and Small Missile Impact 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 champ& in the applicable building code negatively affecting the performance of this product. rfE1tMINATTOI* et this NOA will occur after the expiration date or if there has been a revision or change in the and Vins, use, ilhd/af 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 VIA any section oiffiis NOA shall be cause for termination and removal of NOA. Ai1VERTIS$ike: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration data may be displayed in advertising liteniture. If any portion of the NOA is displayed, then it shall be'dono'in its eitixoty. INSPECTION:VI tbpy of this entire NOA shall be provided to the user by the manufacturer or its distributors ands :ll be aiaiiab+Ye for inspection at the job site at the request of the Building Official. This NQA reelses OA # 04- 0608.04 and, consists of this page 1 and evidence page E-1, E -2 and E -3, as well as zs�$1 document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 0815.01 Expiration Date: August 19, 2009 OG Approval Date: March 09, 2006 Page 1 R.C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -44, titled "Series FX100 Aluminum Fixed Window L.M.I. ", sheets 1 through 5 of 5, prepared by AL- Farooq, dated 05/29/04, with revision " D" on 01/16/06, signed and sealed by Iiumayoun 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 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 4295, dated 10108/04, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on .) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyc i rind Pressure Loading per FBC, TAS 203 -94 along with mare -up dj ,iii gti and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FT'L- 4294, dated 10/08/04, sued and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Largelssile 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 aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4290, dated 08 /16/04, signed and sealed by Edmundo Largaespada, P.E. 4. 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 aluminum fixed rectangle • .. window, prepared by, Fenestration Testing Laboratory, Inc., Test Report No. FM- . • • • • • •' • . A289, dated 08/16/04, signed and sealed by Edmundo Largaespada, P.E. • • • •••• • 5 . • ' 'hest 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 aluminum fixed rectangle • • • ... • endow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- • • • • • • . . ....4296, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. • . . • •••• • • • • • • • .. • • • • • E -1 Herminio F. Gonzalez, P.E. r, Building Code Compliance Office NOA No 05-0815.01 Expiration Date: August 19, 2009 Approval Date: March 09, 2006 R.C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2).tnifortn Static Mt Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4), large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4295, dated 10108/04, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Air Infiltration Test, per FBC, TAS •202 -94 2) Uniforiri Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance `rest, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Bitty Test, per FBC 2411.32.1 (b) and TAS 202 -94 along with marked -up draWhigs and installation diagram of aluminum fixed rectangle window, prepared by Ienestration Testing Laboratory, Inc., Test Report No FTL- 4293, dated 10/08104, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) ''Mr Infiltration Test, per FBC, TAS 202 -94 2)'Uniforni Statie Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water 1ieSistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked-up "drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA# 04-0608.04" 9. 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) Forced EntryTest, per FBC 2411.3.2.1 (b) and TAS 202 -94 • • • •••• • ' . along with marked -up drawings and installation diagram of a aluminum fixed window, . • • • • • • , ' •prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1350, • ; •dalpd October 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. • • • 'RSkbmitted under NOA# 04- 0608.04" •• .• •. • • • • 10. ; •.T&,.5t 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 aluminum fixed window, • • • •:per pared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1856, ' • • • 'Wed September 17, 2003, signed and s R. ael E P.E. . • • • " Submitted under NOA# 04-0608.04" • • E -2 erminio F. r ez, P.E. r, Building Code Compliance Office NOA No 05- 0815.01 Expfatlon Date: August 19, 2009 Approval Date: March 09, 2006 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. 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 aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI- 034859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA# 04-0608.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 11/16/05, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E11-98 No 1/3 stress increase used in anchors into masonry or steel substrate. 2. Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 12/29/2004, signed and sealed by Humayoun Farooq, P.E. 3. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL -Farooq Corporation, dated 05/28/04 signed and sealed by Humayoun Farooq, P.E. • "Submitted under NOA# 04.0608.04" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02, issued to E.I. DuPont DeNemours for "Duponut Butacite ® PVB ", approved on 01/06/06 and expiring on 12/11/10. F. STATEMENTS 1. Statement letter of Compliance, dated May 28, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 28, 2004 signed and sealed by • • • Humayoun Farooq, P.E. • • • • • • •••• • •• • • G • • •. OTHtEk "" 1. : Letter from the consultant, dated 12/15/05, stating that the product is in compliance • • ' • witty the Florida Building Code (FBC). • • • • 2. • notice of Acceptance No. 04- 0608.04, issued to R.C. Aluminum Industries, Inc., • • • • • :Series FX100 Aluminum Fixed Window L.M.I ", approved on 08/19/04 and expiring • • • • • • •' Ma 68 /19/09. •• • • • •••• • • • • • • •• • • • • • E -3 erminio F. nzalez, P.E. r, Building Code Compliance Office NOA No 05- 0815.01 Expiration Date: August 19, 2009 Approval Date: March 09, 2006 MOON n Dfl11 _ • O Met 4 LOA UAL. T1'P. MCct>'R k.1ov&E F,OAj$ molt 1t DES AS 1IDR11 A8 t OR SIINLAR CN1 BS '4311nat at 70041414 PouRg VINSON Swot tam %NW on Rows= 13 StiOrg DI DOTED MS OD ORtaND4 ALLOUTRE LOADS F**1 MOSE WPM • L L . rip. istglou. -mamas R AT1rbN TOM WITS F ;IO4! 4UJ 1 'UM PDM 'I!INt O IS DWCN LOAD WINO MR 11 5E MINDQWS 70 BE AS PER CHARTS St1',1A14 ON Stein T 2. AMMO/ ANIJ S 70 STIPME FOIED MOMS, ALSO 00ilattAPONS OF T1XWITVIII CR MO M H OTHER litISM -OAL1t COUNTY 'V 7TIMICINS USING dati4-Q4DE coutcnr APPROMED INUUJON$ tK EIETREEtt LOSER 01304 Parssurn !VOA AINOTAY$ OR MULLION AMICVAt. *ILL *PPLY TO D1T%EE SYSTEM. THIS PST ,ISIS OEM D $IONED AND TFS11D cONPtt~Y 41T'1N THE ROVARE$D(iS CIS NE RONK Utu NG co* zoo{ coati N ING KC" H A$TY I1URR ?4E rOV'C. . W000 >�O t$ t otH AA,. Of RIMMED PROPERLY TO LOADS AtICHOIS OWL 8t AS Mak WACO AS.94CA1i ON OCTAI,S, ANCHORS D (CI O'4T 10 SISE TIYIT%1R{AI. S ea 14 £E HD PAIL CRt3SN(1 O11 S11)DCQ. ANCHORING OR LOOM CONoMtomS NOT SWAN IN THESE PEY`.Wt M.& NCIT PANT tr 1)115 APPROVAL, A ECM MUM* INCRWIE N A!„IOTATILE 5IRt.53 4$ U$ED IN MOT OF, MIDQO OCT, ALL STM W CONTACT WITH gOLISNNUT4 70 SE PAWL!) OR RAID. WINOO '* ; C .A D 1n11IN L.MWtaYm CLASS RAM FOR 141801 MS= I AC1 AND Do NOT REQUIRE SHU7110FtS, 1` ►' • .• • • i• • 1 • • • • • • • • • • iH -. ... NOG- : 00 , ; oWD 41..4641 4111!9,, TIM • '�j, y» ' '!'' ?' 141tfW 15 - -1/4• 214• 2 61:1/4 Sr 442' 418' 0*1w 017.40 at -) 03 1 030 , o 0111 63.0 3r I a0.0 sap ( eo.a 14.41 At 28' 21& 4/2' 30', 37- 41• 46` S3k0f0, spa . 800 { 600 80a - I 8Q q 11010 I sob 76.3 11 -t /pT 24- 3016 42- ate: ON�y� lir 6T`_ ' tfta j erxA 4/e Safi ;' MI ?Et 7 3- n,(rs• 1y.tffir 24' 24 +1/'2P . 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VA E 1f'- sor sTsoto moss. me' snows*. word 01.0 .Ent • 1 /0" 1 T 'S19OVt9 (ASS SEEM COW CCIOXPitt 72DI CLASS WPC 'A' OEMS !TYPE 'B' c G.ap . o $ 06;04 :47PM, X ROM WE�Ort S'i, TIJCTURES (STEEL 0* iak, 1 f .• 10V.. lips* SRO. • Fr 340 SIX Jylgitlh�lft : 16963 -16 Oa1 NW" NORM SEE EU% •. • TYPICAL Amen SCE Oit. aTn SPJONO 1YP AL AMMONS 0. v. ICS SIP +c SUCKS NOT t;CY' RC, AUTUMN. MUST 9. 1A91 LOADS NOOSES :m' WONG SYSF N Ni0 TRANSTER 'Mat TO 19IE EAMLGN G SFRLCTUNS, TYPICAL. ANCHORS; SEE CV FOR SAS .! ! ' i�11 1c1MtIC. yea >t u�10 2BY MOD SUCKS OR 1xOOD STRUCTURES 1 -3/9" KR. PDCITULTIOR INTO 9,000 DIRU I St 19000 PUCKS INTO 3400 1 VOL COW., CFt C-90 GRdrJt' nUrn BL 1-1141e UK D = 11it0 • CONC. OR IAASONN'Y ibtiaLtensoful cif INTO 30 1 t :1 !'1. 'totNC.. OR C*090 GROUT MIXT OUTACK 1-1/11f' W M., WOW INTO oowC OR 44019214Rif INTO &IETAL STRUCTURES (STEEL OR ALUMNUS 1/19. Itltt. NICK) STEM. r y, to. 3 5 K A44104UY $ 6014-T9 Mf.J+k INTO CDOORETE J isG liKSONFIT = 2' 401. VITli+h WOOD STRUCTURE e. 1' MK WM &TEUN.. "51RUCTURE l: 1 f • Ma BrAlvim ALL FAME AIL QD T COMERS SEAS W TH JOINT $EW.AN1, WIrMiThirOW edit SW DEC 0 5 20E6 • • • • A • • • • • •• • • • • • • • r istirtorMbialt 1 4' to.% Las 1,12$ FM( *ha SIU. MONE if.4091111/4.00 ors la. 1=11=1. - - '. 0 - - . . . . NMI NB. MEM MN 111131111110=11 MEM KM ME IICINIE=CIMMIli. nom 1111011111111111111111111 ME1111111111111111111111 10 1:4140-60/ . Si ar0- .0=3111.111.11111.1111.63046 . "Ististt goicik cairi, • • • 44 t CMC1.1111.111.111.11111 40 te* ITA '''" WiteNdlt • 1151111111111111Mmin 011111111111111111111111111 121111111.111111M mg cottauil Mow clost.417 • Roo. O41�-41s • MEM Cill 0-421 • A SI arl* wrzamm=tmErmmum IMMO 4 itar 11104E SOO • OM * CIAWC WO ' .'•, 14 TA * M:32:1MErt111.;), 111.111=3 0410,4241 • WE Z111 cite ', tufa 00. — vssArt 1=3110.1011111111111.1M • town IC= IMMO Sr. Ma. Ma await mum • 01111111111111111111110. IIEIIIMIIIIIIIMMM 1:11111111111111111111111111101 11:3=1111.11111.1 . 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C' R'Y + PS! fOoti8t1J Off TA1�jf80'VTC 1rRNW$ ' Iqi Off'. 04 •ANCHQI AT WACO SI ° ; OP •WNix1QN TWW Argues ax EI SOX ON Y JU3OK *44 C i " iiitti' - od'. {i 3 19-1/ 24' 2.5-1J7 Sril 3r 4r 33- 1 /1". ` �OtT 'l • f', .. ! . 0:4 • 02k; loft U 14* 410.4 90.0 24' 1 24^ - 1/x" f 3o I 32" 42' 46• tt2- egii) 004 IN :s 104 Rols 12.1• BOO. 42.1.. 1 9213 • BO .24' '.,3. .N .. 42* 4a" S3 -4 om • •4 440 i 86;6 49.2 .e RO �O 'e 1 141-10 .� mio. • eOkO ' 1s -vir 2.4" 30. 32' • n_r . $40,. se +d - WA 5e d es:Q 36.E 193.0 Jr•• 241 ?r VI • .. .. .. 8010 +09 17W .. • • 20 ... • 207,-. ii4•• AI II .. Mnalli MINIEMIll '•• •3Z'1 61IA • *IA • 0412 . r 1W 2t 1J " 73 40a KO Wifo 3 i0 711.3 'A7.¢ 77*3 l- . 1 i 1 WV 2P, 1/ " 14 -1/4' :N" 32" .d ►0 .4. 74.31 itd 74,9 ra1rz 1 /e• stim VAC KlUz 4 Sat CAM F.2 LEM tie *1 1141111 3 cR1 /em:0 OK OR TWO AT 004 SHE OF *WON roR Gt ACIT163 *?4X0. mcsoors SEE W7 1 Fon LocRirbot FRO. 1U 44.040,1 TIMES TM ` VAXI LME sac >1x wpm Topes SEIIM BY SIDS 011.1ES 10 T$0 OR MORE 111141POWLS VlCTUU (V) 1fL + 'tt2, 2 1. tat cow a+ nos sl r FpR MOE 13p' SIDE Ci1lirtrnoil C Pxdmr Odd 1 401034I MuLoom. 2 FOR rIXLD woos CpPACTIY la Slur 2 OF S.• i roa cm•R 14AXXst FlintS WCPAWArt, tot 4. vsE 21111441x 01344 LOA; CAFAO1Y Or 1. x CR 3 4 at j ri 'l • *?4X0. mcsoors SEE W7 1 Fon LocRirbot FRO. 1U 44.040,1 TIMES TM ` VAXI LME sac >1x wpm Topes SEIIM BY SIDS 011.1ES 10 T$0 OR MORE 111141POWLS VlCTUU (V) 1fL + 'tt2, 2 1. tat cow a+ nos sl r FpR MOE 13p' SIDE Ci1lirtrnoil C Pxdmr Odd 1 401034I MuLoom. 2 FOR rIXLD woos CpPACTIY la Slur 2 OF S.• i roa cm•R 14AXXst FlintS WCPAWArt, tot 4. vsE 21111441x 01344 LOA; CAFAO1Y Or 1. x CR 3 • • • • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MOMIEIFTE OCT 2 7 2006 MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 146 WEST FLAGLER STREET, EurrE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 R.C. Aluminum industries, Inc. 2805 NW 75&' Ave Miami, FL 33122 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) afire :right to have this product or.material tested for quality assurance purposes. If this product or the accepted manner, the manufacturer will incur the expense of such testing and the revoke, modify, or suspend the use of such product or material within their jurisdiction. B to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisi uct .0t mate4al.fttla to meet the requirements of the applicable building code. • •••• •- •• • This pub is approved .s described herein, and has been designed to comply with the Fl includit:g'the High;VVlocity Hurricane Zone. DES•grtienlON:... D45 Aluninun'Entrance Door L.M1. APPkBVAL DOCENT: Drawing. No. W04-37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 thraughd7.47, preri d.1 y the AL -Farms Corporation, dated 05/09/04 with revision "A" on 07/09/04, signed and • sealedf y M mayoun farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the • Notice df Acceptadmber and approval date by the Miami Dade County Product Control Division. MISS IMPArf HA. TING: Large and Smart Missile Impact LABELING: Eacli.unit $hall 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 pardon of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P2., Director, BCCO Utt NOA No 04.060.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.L) ", sbeets 1 through 7 of 7, prepared by the AL-Farooq Corporation, dated 05/09/04 with revision "A" on 07/09/04, 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, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM- 4155, dated March 30, 2004, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Image 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 aluminum entrance • ••••• • cam prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- • • • • • • ; .4t6A dated Match 31, 2004, signed and sealed by Edmundo Largaespada, P. E. • .. 3. .reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 • • • . • • • •••• . 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • •••• 4) Large Missile Impact Test per FBC, TAS 201 -94 • . •••• • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 • • • Zonk with marked up drawings and installation diagram of aluminum entrance • • door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4154, dated March 24, 2004, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by AL- Farooq Corporation, dated June 01, 2004, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 46(4 4.116,,,i—riberrIP V Hermidio a Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-0608.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 E -1 R.C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.0403 issued to El DuPont DeNemours for "Dupont Butacite PVB ", expiring on 12/1112005. F. STATEMENTS signed and sealed b 1. Statement letter of code compliance, dated May 29, 2004 sign by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 29, 2004 signed and sealed by . Humayoun Farooq, P.E. G. OTHER: 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). •• •• • • • • - • •••• • •• • • ••U • • • • • • • •••• • • • • • • • • •••••• • • • • • • • • ••• •• •• • • •• • •••• 0 • • • • • •• •••• • • • • • •••• • • • • •••• • •• • •. • • • • • •• • E -2 lierminio" F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-0608.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 • •• • • • • • •.•• • • • • • • • • • • • • • • • OO • • • ••• •• • • • • • •• • •••• • • • *0 • • • • • • • • • • •• •• • • •*•• • • •••• • • • • • • • • ANCHORS AT MTG. STILE ENDS (5) READ. FOR WOOD INSTALLATIONS (4) READ. FOR CONC. INSTALLATIONS 4" MAX. HEAD /SILL CORNERS ANCHORS (2) REQD. FOR WOOD INSTALLATIONS (1) REQD. FOR CONC. INSTALLATIONS ANCHORS AT ARC. STILE ENDS (5) REQD. FOR WOOD INSTALLATIONS (4) READ. FOR CONC. INSTALLATIONS r to Nul g __ • 01 11 In rl 1n 4" MAX. SILL CORNERS • 23 3 /4"MAX. D.L. OP6. 35 3/4' LEAF WO'TH 35" DOOR OPNG. 39 3/8' MM. 25 3 /4'MAX. D.L�OPG. 35 3/4' LEAF WIGfH 25 3 /410AX. "1517151:71"" 38 3/4' LEAF 25 1/2" D.L. OPG. 25 3 /4'MAX. D.L. OPG. 25 3 /4'MAX. D.L. OPG. '35 3/4' 35 3/4" 25 1/2' '41-171:713 . • • LEAF WITH LEAF WfDTN 72' MAX. DOOR OPNG. 75 3/8' MAX. FRAME WT'H 72" OR OPNG. 78 3/8' MAX. FRAME WIDTH 29" FRAME WIDTH • •••• • •••• •w••• • P°FRAMEE D H •• • • • 0 134 1/8' MAX. UNIT WIDTH APfRPVED CONFI©URATION$ SERIES RD45 ALUM ENTRANCE DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. MAXIMUM DESIGN LOAD ''RATING + 80.0 PSF (FOR sus SNOWM ABOVE DR SMALLER) - 80.0 PSF APPROVAL APPLIES To SINGLE- (X)' AND DOUBLE (xw) LEAF DOORS WITH QR WITHOUT TRANSOMS. ALSO SINGLE (X) AND DOUBLE (XX) DOORS WITH SIDEUTES, SIDE UTES CAN SE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCTfY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 1O TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL A 337E INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. W>3.'STtUf FAR000 C.A N. taw J 1 5 2004 • • • • • • • ••■•• • • ••••• • • • • • • • • IIIIIWRIWWIRMIO f - -° II II _-r- II -�; II 1 It t It -4 -` = c I == ==4=== T- .,,..k== j II _- ii LL ii II 1 II I t I in o 11 I =_44 ,;r aE= / I \ 44_= - -_ns II °- -�I/ / I II IN -fie- _ === 1 (- -- G�\ ` lirm== le; II 1 1 1 4" MAX. SILL CORNERS • 23 3 /4"MAX. D.L. OP6. 35 3/4' LEAF WO'TH 35" DOOR OPNG. 39 3/8' MM. 25 3 /4'MAX. D.L�OPG. 35 3/4' LEAF WIGfH 25 3 /410AX. "1517151:71"" 38 3/4' LEAF 25 1/2" D.L. OPG. 25 3 /4'MAX. D.L. OPG. 25 3 /4'MAX. D.L. OPG. '35 3/4' 35 3/4" 25 1/2' '41-171:713 . • • LEAF WITH LEAF WfDTN 72' MAX. DOOR OPNG. 75 3/8' MAX. FRAME WT'H 72" OR OPNG. 78 3/8' MAX. FRAME WIDTH 29" FRAME WIDTH • •••• • •••• •w••• • P°FRAMEE D H •• • • • 0 134 1/8' MAX. UNIT WIDTH APfRPVED CONFI©URATION$ SERIES RD45 ALUM ENTRANCE DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. MAXIMUM DESIGN LOAD ''RATING + 80.0 PSF (FOR sus SNOWM ABOVE DR SMALLER) - 80.0 PSF APPROVAL APPLIES To SINGLE- (X)' AND DOUBLE (xw) LEAF DOORS WITH QR WITHOUT TRANSOMS. ALSO SINGLE (X) AND DOUBLE (XX) DOORS WITH SIDEUTES, SIDE UTES CAN SE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCTfY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 1O TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL A 337E INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. W>3.'STtUf FAR000 C.A N. taw J 1 5 2004 • • • • • • • ••■•• • • ••••• • • • • • • • • • • • • • •• • • •• ••• • • • • • • •• • • • 50101E OB DOOM EM'BARCB DOORS WITH TRANSOMS xtDTR -xL B1D 12 INCRRS INCHES DOOR . HEIGHT A INCHRB GLASS TYPE GLASS TYPE 51 -3/8 57 -3/8 83-3/8 89 -3/a 75-3/8 24 30 37-8/8 43-5/8 24 30 37-5/8 43-6/8 24 30 37-6/8 43-5/8 24 30. 37-6/8 24 30 378/8 efr.( +)orrd- )std+ low.( -) 80.0 80.0 80.0 80.0 80.0 80.0 RSA 80.0 80.0 504 80.0 80.0 80.0 80.0 504 80.0 BOA . 80.0 80.0 80.0 80.0 80.0 800 804 71.2 80.0 80.0 80.0 804 • r 4545 re • 24. 63 -3/8i • 80` 37 -5/8 o. •:1,:41.34 6 24 51 -3/8 37-8/8 43'-6/8 24 67 -3/8 30 • 37 -6/8 •• • •••• . • • •• ,t,-3 /8 • 30 • • • �. 314�a •• • • • •• • •• • •16 -3/8• --a •• 84 44.3 80.0 /L4 a0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 800 804 80.0 80.0. 80.0 80.0 504 80.0 80.0 80A 71.2 80.0 80.0 80.0 80.0 80.0 WI SINGLE OR DOU812 SNCRANCB DOORS WITS TRANSOMS xmnS -n INCHES 51 -3/8 57-3/8 83-3/8 89-3/8 75-3/8 xmTS -xa INCHES 24 3D 37-6/8 24 30 37 -5/8 43-5/8 24 30 37-5/8 43-6/8 24 30 37-8/8 24 30 37-5/8 DOOR BEGAT -A INCHES GLASS TYPE GLASS TYPE '3. 90 xt.( +)eagt- mola lr.(l 80.0 60.0 50.0 80.0 60.0 80.0 80.0 800 80.0 80.0 80•0 100 80.0 80.0 80.0 50.0 80.0 Boa 804 80.0 80.0 80.0 104 80.0 804 80.0 80.0 71.2 60.0 80.0 804 80.0 84.3 51 -3/8 57 -3/8 53-3/8 89 -3/8 75-3/8 24 30 37-5/8 43-6/8 24 30 37-8/8 43-8/8 , 24 30 37-5/8 43-5/Ba 24 30 37-5/8 24 30 37-8/8 99 80.0 78.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80 .0 80.0 , 80.0 BOA 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.2 800 80.0 800 80.0 80.0 84.3 784 4 1/8" .H..E.A.T gSTTRREEND. GLASS .090 BRERLAYER DUPONT 'BUTACIIE' PVS 1 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 ANCHORS AT Af 0. STILE ENDS HEAD/SILL (a) READ. FOR WOOD INSTALLATIONS - (4) RECD. FOR CONC. INSTALLATIONS / 69 3/8" D.4 OPO. 13 1/2" MAX. I g MOM 4" MAX. H Ii If I, 11 II _- IIt = = == 1 ` - -__ 4 o u Apptuvld I cot•Idy1Q8 t•8>1Its .0•,' INT RLAYTS DUPONT 'lumen' PYB MASS TYPE 'A' CLING OPTIONS 25 3/4 MA 0.1. GPO. 36 3/4" '`LEAF WIDTH a HEAD /SILL CORNERS • 25 3/4 "MAX. D.L. GPO. 35 3/4' LEAF WIDTH 7L DOt R OPNG. 75 3/8" MAX. DOOR WIDTH -" F.r-- = r<as00o PiA. FE f 3557 • .on. 1 f ?004 m U. • • . •• • •• • •••• • • • • •••• • • • • •••• • • • • • • •• •• . • • • • ••• • •••• • •• • • • • • ••s• •• • • • • • •• • •••• • • • • • • • • • • a • • •' • 000000 ••••• • • • • • • S. i i1 / / / / \\ \ \. \ \ \� // / SINGLE OR DOU812 SNCRANCB DOORS WITS TRANSOMS xmnS -n INCHES 51 -3/8 57-3/8 83-3/8 89-3/8 75-3/8 xmTS -xa INCHES 24 3D 37-6/8 24 30 37 -5/8 43-5/8 24 30 37-5/8 43-6/8 24 30 37-8/8 24 30 37-5/8 DOOR BEGAT -A INCHES GLASS TYPE GLASS TYPE '3. 90 xt.( +)eagt- mola lr.(l 80.0 60.0 50.0 80.0 60.0 80.0 80.0 800 80.0 80.0 80•0 100 80.0 80.0 80.0 50.0 80.0 Boa 804 80.0 80.0 80.0 104 80.0 804 80.0 80.0 71.2 60.0 80.0 804 80.0 84.3 51 -3/8 57 -3/8 53-3/8 89 -3/8 75-3/8 24 30 37-5/8 43-6/8 24 30 37-8/8 43-8/8 , 24 30 37-5/8 43-5/Ba 24 30 37-5/8 24 30 37-8/8 99 80.0 78.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80 .0 80.0 , 80.0 BOA 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.2 800 80.0 800 80.0 80.0 84.3 784 4 1/8" .H..E.A.T gSTTRREEND. GLASS .090 BRERLAYER DUPONT 'BUTACIIE' PVS 1 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 ANCHORS AT Af 0. STILE ENDS HEAD/SILL (a) READ. FOR WOOD INSTALLATIONS - (4) RECD. FOR CONC. INSTALLATIONS / 69 3/8" D.4 OPO. 13 1/2" MAX. I g MOM 4" MAX. H Ii If I, 11 II _- IIt = = == 1 ` - -__ 4 o u Apptuvld I cot•Idy1Q8 t•8>1Its .0•,' INT RLAYTS DUPONT 'lumen' PYB MASS TYPE 'A' CLING OPTIONS 25 3/4 MA 0.1. GPO. 36 3/4" '`LEAF WIDTH a HEAD /SILL CORNERS • 25 3/4 "MAX. D.L. GPO. 35 3/4' LEAF WIDTH 7L DOt R OPNG. 75 3/8" MAX. DOOR WIDTH -" F.r-- = r<as00o PiA. FE f 3557 • .on. 1 f ?004 m U. • • . •• • •• • •••• • • • • •••• • • • • •••• • • • • • • •• •• . • • • • ••• • •••• • •• • • • • • ••s• •• • • • • • •• • •••• • • • • • • • • • • a • • •' • 000000 ••••• • • • • • • S. • • • • • SOO • • • • • •• •t• • •• • • •• ••• • •• • • • .. •. •00 •• •.. • •• • • TYPICAL ANCHORS SEE EL4V. FOR SPACING 2BY WOOD BUCK , Yl' 0 1/2' THROW BOLT PENETRATION SEE LEV. FOR SPACING ACTIVE UNITS WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A' 1/4' DIA. HIL'J KWIK -13)N 1 INT0 28Y W000 BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. TYPE '8' 1/4' DfA. HILTI KWIK -CON i DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4" MIN. EMBED INTO MASONRY OR CONCRETE TYPE 'C' OL4" TWO OR "BY DRILLING SCREWS INTO METAL STRUCTURES (1 /8' MIN. THICKNESS) INTO APPROVED MULLIONS (NO SHIM SPACE) 1NTO CONCRETE AND MASONRY w 3' MIN. INTO WOOD STRUCTURE I. 1' MIN. SETS: ALL FRAME AND PANEL JOINT, INSTALLATION. SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SIUCONE. LOCK OPTIONS SINGLE »OQ$S; 3 POINT LOCK SYSTEM BY 'ROTO HARDWARE' MTH SURFACE MOUNT HANDLE AT .341" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 3 SYSTEM .BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. Efivideitai Iri 1w 4 LOCK OPTIONS DQJ,IU : DOORS.; fit: ACJIVE LEAF; 3 POINT LOCK SYSTEM BY 'ROTO HAROWARE' WITH SURFACE . MOUNT HANDLE AT 38' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED 014 EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 -1/4' LONG STRIKE PLATE AT 37' FROM BOTTOM MANUALLY OPERATED FLUSH BOLTS AT 12' FROM EACH END. s • 3 POINT LACK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 38' FROM =ram AND DEAD 001.T LOCKSET AT 32 -1/2' FROM BOTTOM KAY OPERATED ON EXTERIOR A■0 THUMB TURN ON IN ERROR INACTIVE F 2 POINT LOCK SYSTEM BY 'HOPPE' WITH. SURFACE MOUNT HANDLE AT 38° FROM BOTTOM Eriprr 01E� FAR000 CAN. 31B. • MIL 1 5 2004 k iP &ate W04 -37 kismet 3 of 7 ) •• • • • • • • • • • • • •• •• • • 0000 • • •••• 000000 • •• • • • • • • •• • • • • 0160• 0000 • • • •• • • ••• • • •• • • • •• • • •••0 •••. • • • • • • 000000 • • • 00000 • • • • • • • • • •• • • 4 • • •••• TYPICAL ANCHORS a v. SPACING SEE ELEV. FOR SANCPACING 4, '4 .' • • • • D.L OPO. LEAF WIDTH EXTERIOR _1BY WOOD BUCK LEAF TROTH 1/r MAX. DOOR OPNG. • • ••••i • •••• •• • • • • - • •• 1/r MAX. SHIM • • • SPICA. ANCHORS s EFV FOR ACINo •• • • • ••• • •• • • • • •• • • • • • • • •• • • •••• • • •••• • • • • • •a• • IP re y•, • .• • • I 4 TYPICAL 2 CLIP ANCHORS ALU 2 X X4 X 1 4' AT' 'TOP & BOTTOM 14 X 1" SCREWS AT 24'O0X 1/4-20 X 1" • MS 2t/ BASHER & NUT WOOD BUCK'S EXTERIOR LEAF 1i104 1/2' MAX. SHAB1 DOOR OPNO. 44 r UNIT WIOTM 1 5 2004 droning no. W04-37 •• • ■ • • • • ••.• • • • • •••■ • • • • •• • • • • •••• •• •• • •••• • • •••• •• • • • • • • •• • • ••• • • •• • • • •• • • •••• • • •••• • • • . • • • • • • • • • • • • • •• SEE ELENOFO RANCHORS • . • 4. �• •1ev ✓WOOD BUCK SEE ELEV. TYPICAL SPACING ANCHORS METAL STRUCTURES (SlEFL OR ALUM. 11 /d' MAN. THICK) STEEL s FY . 38 KSI MIN. ALUMINUM : 8083 -73 MIN. ••• • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 11'14_ SES DRILLING SCREWS AT 13• Q.O. MAX. SEE ELEV. TYPICAL SPACING ANCHORS • • • • • • ••• • •• • • ••• -.� • • • • • ••• • • • • • • • ••• *• •• • •• • • • • • • • • •• • • • • ••• • ••• •••• • • ••• • •• • • •4 ' ,4.. A e • —WOOD WOOD BUCK •••• • • 1BY • WOOD BUCK• • •' • • • •A DOOR OPNO• UNIT WIDTH 1/2' MAX. SNIM 1/2' MAX. SHIM UNRt MOTH EXTERIOR (sheet $ of 7.) •• • • • • •• • •••• • • • • • • • •••• • • • • •••• • • • • •• •• • • •.••• • • •••• • •• • • • • • • •• • • ••• • • •• • • • •• • • • •••• • •••• • • • • • • • •• • • • • • • • • • ••• • • ••• • ••• • • • • • S. • •• it • • • •• • • • • ••• • • • ••• • •••• • 3. 2.125. 3.000 .572 SIDEUTE HEAD /SILL TRANSOM JAMB .090 DOOR HEAD /SILL SIDEUTE JAMB TRANSOM HEAD /SILL .828 FRAME JAMB VERT. JAMB STOP SNAP COVER .184 1.248 .875 GLAZING BEAD (LAM. INSUL GLASS) 1 46 5 GLAZING BEAD (LAM. GLASS) TI'XU ; NUM= RNQD. DESCRIPTION , MATERIAL MANL /SUPPLIBR/SIMAJ1ZS El RD4G •003 1 FRAME HEAD 8083•T8 - E2 RD4B -008 1 FRAME SILT. 8083 •TB - E3 RD45•001 2 FRAME JAMB 8063 -T8 - E4 8045 •004 i/L6AF TOP RAIL 8083 -78 - ER 0045•005 1/ LEAF BOTTOM RAIL 6083 •T8 - E8 RD48i -006 2/ LEAF DOOR STILE 5005 •T3 - Er RD45 •002 2 VERTICAL JAMB STOP 8083-T8 - ES 1045 -010 AS 5130. GLAZING BEAD (LAM. IHSUL. 0USS) 8083•111 - E8 RD45•007 AS REGD. GLAZING BEAD (LAM. 800345 - E11 :8045 •014 �R048-015 AS RECD. JAMBS AT TRANSOM AND WAD/S111 0 SIDE UTE 8063 -T8 • E12 AS READ. JAMB AT SIDE LITE , HEAD /SILL. AT TRANSOM 6053 •TB -1E15 . 5048 -018 AS READ. SNAP COVER • - E15 • AS RECD ANCHOR CLIP 8003 -T8 2" X 4' X 1/4' M1 R045 •M01 4/ LEAF HINGE ASSEMBLY 8005 -T5 - M5 8045. -k108 4/ LEAF HINGE SUPPORT TUBE, 3-1/2' LONG 6003 T6 1 PER HINGE MS RD4S -M08 2 SILL SUPPORT 6063 •T6 2 PER DOOR 1.120 - 3/15" x 3/4' X 4" SETTING BLOCK. - 8" FROM EACH END 1421 1/2" x 3/4' x 4' SETTING BLOCK. - r FROM EACH DID & MWSPAN M24 8045 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 8008 -T3 - VI 0375T270 DOOR W'SIRIPPINa FOAM Q•LON V2 1•089 OFFSET BULB VINYL WSTP. PVC V4 V•OO9 BULB W'STRIPPING PVC W180RG. W/•3289 ST AS REID. #10 X 3/4' LEL PHIL F.H. SIM. SF /ST 3 PER ELL SUPPORT 52 AS RECD. 03/V -ie X 2' Ili. FULL THREAD HX.FO.. - i PER COVER S3 9/ HINGE #12 • 24 X 3/4" LB. PHIL F.H. MACHINE SCREW ST /Sr HINGE INSTALLATION SCREWS Se AS RECD. #12 X 1" LG. PHIL. SMS. ST/ST ASSELELY FASTENS S S8 ;i 2 X 3/4' SMS. F.H. - 1 PER EACH HINGE 0 JAMB 810 ASSEMBLY 014 x 1' LG. PILL SMS P.H. TYPE B ST/ST. - 20 PER WINDOW Visrmotweaar ti36 5 2004 , 0 :ilia BIM JECHIUM 9 drawing no. W04 -37 sheet of •• • • • • •••• • • • • • • • • •••• • • • • • • • •• • • • • •••• • • •• •• • • •••• • • •••• • •• • • • • • • •• • • ••• • • •• • • • •• • • •••• • • •••• • • • • • • • • • • • • P. • . • • • • .•. • •• • . ••• • • • • • 9 • DOOR TOP CQRNE.R •• • • • • ••• •• • • • • • • • • • • •• •• • • S. • •••• • • • • • • • 0009 • • •00 • • 0410. • •• • •• • • • 04608 • • TRANSOM TOP /BOTTOM CORNER ii 3XP acINN .. • • •• 0. • 0000 • • • • • 0000 • • • • 0000 • • • • LEAF IaTt DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER IS . • • • ... • • ••.• • S. • • • • • S. • • ••• • • • . •• • .• • • •. . • • •... • • • • • • • • • • • • • •