Loading...
WS-09-516Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 27, 2009 Inspector: Bruhn, Norman Owner: DALEN, RAGNAR Job Address: 240 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: USA ALUMINUM LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134330 Phone: (786)285 -5847 Building Department Comments Passed .02T Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Gc-/ . . ,F1 if* n I% !WS n_ nn ki.cf\ c\odvi1/4- Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Permit No. \OV-p -516 Master Permit No. Roofing t _ Owner's Name (Fee ' ' e Simple Titleholder) ! QCk. W Owner's Address 0.140 N'E 99 64 City 5ho1 03 State Tenant/Lessee Name Phone # Zip 33, 33 Phone # Job Address (where the work is being done) AO 1V G c1 9 s City Miami Shores Village County Miami -Dade Zip 324 SF FOLIO / PARCEL # 11• 5206» 013. Lib 3 0 Ls Building Historically Designated YES NO X Contractor's Company Name AISO. aka ritiltuffk.0 Phone # 386 ^ 0 115` 5 Contractor's Address 1 1 SW la .Me, - 1c04 City 1>:%n% State Zip 3 3004 Qualifier Name i F Phone# 186" tS5- 58' State Certificate or Registration No. C C 15.15° 4- 5 Certificate of Competency No. r Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 36154 6 Square / Linear Footage Of Work: Type of Work: [Addition ❑ -ration ['New Describe Work: U31 IN S Repair/Replace ❑ Demolition a 11 ‘61 1 ******** ** * * *** ** * ** *** ********* ** ***** Fees************* *** * ***** * * ** * * * *** *** ** * * * **** aD Submittal Fee $ Permit Fee $ 3 go CCF $ Notary $ Training/Education Fee $ 5 ° eJ Technology Fee $ 1 '93 Scanning $ 1 . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ aia 'y See Reverse 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 Application is hereby made to obtain a permit .to do the work and install- .ffon§ 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 CONpITIONERS, 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, , a "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction Hen law brochure will be 'delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature )G Owner or gent The foregoing instrument was acknowledged before me this 24 day of AXIL., 205 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 4417149' E .,1(.i Kadamani #1 Sign: .y�j r.% r13 Print: 'GS Ve gal My Commission Expires: * * * * * * * * * * * * * * * * ** t3. Signature Contractor The foreg ing instrument was acknowledged before me this a4 day of 20-Q1„ by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC;: µ,di ,, �1 Y �G.}P.4 Este S. = *:.,�.:: Print: My Commission Exp Radanuni 7 2 03 -Dal 201(3 APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning I III I1 IIIIt lIhI# IIII IIIII II1II 111 ItII lIII :Fhb 2009R0228241 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. NJ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO41•3206• 013.4330 THE UNDERSIGNED hereby e o-� y gives notice that improvements will be made to certai n real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. : 8k 26807 Ps 2310; (1Ps) RECORDED 03/30 /2009 11:22147 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE C :OUHTY r FLORIDA LA 1. a al description o property and s reet / a dress: a cri �. e. 1 'ec Am D `Pee 1 0-10 bot -4 6 W t /2. Q F 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: V CttlI eamerd. � LTA {mac irf: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless..a different date is specified) Sic - ref Owner !ntLner's Esteban Redolent a+���. Prepared byQQ31 010140.6 . Sworn to and s r ...` M 1 ` ;! , 9 ,. 3 ` .Z. , 20 _ dress: t 0,01 'tC 101/4k . Notary Public: Print Notary's Name: My commission expires: Cy5, ,per..- a 3 -()45 '32A. ST4i t OF FICCIDA, o+Ol 4 r f OF DADE e MLOEDYCERI1FYum. •hks tQnyeiihs 4111. .„. it, USA ALUMINUM 11 SW 12 DANIA BEACH, Off: 954 Fax: 954 Cell phone: rfeisonCrDu TO: PHONE: FAX: .•r Vii, .a,^ Nelson White AlundnuanlGrey - /wu back AVE 8 104 FL 33004 924 4015 924 4013 786 260 1817 I Iminum corn Mark beggs 240 NE 99St Miami Shores 216 272 9199 +"� _ -- -f'. 2. -'�:� . Mercado glass !jiii f sa:,.., .bs +ii Y. t1:1ai E'.M?�s 5 WEEKS Y .sw.arkat Sf't JOB NAME: ATTN: ✓Y.a....'a4'`.yp 5014% DEPOSIT TO ORDER - 40 % UPON 10 % AFTER INSTALLATION IS COMPLETED. 'u. . Mark Beggs house Mark DELIVERY qi.k „— ti ;� March 20, 2009 ' f ^Y'{ t'+� a X' iw¢,:a �..r.?iliaii 1 9 80 French Door HL back 1 Handle (Single French Door - ANTIQUE NIQUEL) back 1 591/2 80 French Door HL XX back 1 Handle (Single French Door - ANTIQUE NIQUEL) back 1 37 38 3/8 Horizontal R LMI XO STD MTG RAIL & STD SILL back 3 37 50 5/8 Casement Window X RH left 2 37 50 5/8 Horizontal R LMI XO STD MTG RAIL 8: STD SILL left 2 37 383/8. Horizontal R LMI XO STD MTG RAIL & STD SILL A :j. I ,# right 1 471 /2 35 Horizontal R LAU XO STD MTG RAIL & STD SILL front 3 37 50 5/8 Casement Window X RH front 1 74 63 Casement Window XX front 1 531/2 63 Casement Window XX front 1 181/2 25 Single Hong LMI 0/X STD TOP RAIL & STD SILL _ front 1 181/2 25 Single Hung LMI OIX STD TOP RAIL & STD SILL SIBTIMMINIMEL 4E1)11 Vtaio.o. entrance door $2,700,pp by PGT, Alum and glass TOTAL $16,576.00 Scone of work: Provide and install impact Resistant windows and doors to meet dada county codes. Includes: Engineering, Labor, Materials, Permits. Excl i USA M ARNIM IS NOT RIRIPONSIKE FOR STUCCO, PLASIOb PAINTING OR DRYWALL DAMAGE CAUSEDBY STANDARD MOW/ OF W ROXAVSAND DOORS. NO BRAKEMET ETAL OR ENGINEERING IS WARM WILES SPECIFICI.Y STATED ABOVE. NOHAMS ME BR3UOEDWITH FRENCH COOS. NO WOOD BUMS ARE INCLUOE . BUYER S RSPOSBLETNAT THE ABOVE IS ACCURATE To accept this quotation, sign here and return: g_3--(941-0-1 soa-514 REcEov .Q.AxiriAAAA MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 tither areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: esFD- 750 "°dtswing Aluminum French Door w /Sid lit - LAM 1 APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23 /04 with revision B dated 10/12/06, signed and sealed by Lucas A. Turner, 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 RATINGi Large grid Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Ibis NOA revises NOA # 05- 0419.03 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0103.02 f., iration Date: February 24, 2010 Approval Date: March 15, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact ", dated 12/23 /04 with revision B dated 10/12/06, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) UnifornrStatic AirPressure 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 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of MOW configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 3. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) E -1 M-uuel'• y '.E. Product Con 1 ri I er NOA No. +• ! 13.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2017 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 ancl-nr, flation-diagratn-of- ahtminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FM- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 Man Pe,,.,�.�, ' .E. Product Control rA'!Z"' l er NOA No. 07 -0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for lamination of glass ", dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0419.03, issued to POT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites- L.M.I., approved on 06/09/05 and expiring on 02/24/10. E -3 Manuel Perez Product Control E:: r NOA No. 07 -002 Expiration Date: February 24, 2010 Approval Date: March 8, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/18° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/16" HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3116' HS,.090 PVB, 3/18" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/18° A,.075 VANCEVA, 3/18" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18" HS,.075 VANCEVA, 3/18" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X, O XX XO, OX. XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 44ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL- 4311, FTL- 4312, FTL- 4315, FTL -4527, FTL -4528, f f1. -4529, FTL -4530 AND FTL -4921. A ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY ®HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9 -11 rRODUCr REVISED vs compIvies withDeltidd* Balding Cada Acceptsame ROW= Date 307703 A CHANGE NOTES liOVEGIAZING fT R VANCEVA ' DETAILS DP YO&r Med 0F FJC aF 101.12108 Ratikar AEA SE ANCHORAGg ADDEVIISILL AADALTERNATETOPABOTTOMRAL. REVISE NOTES 4AND T. ADD NOTE 8. Dam or FJC Dor 1223/04 QleeladB LT. Thstec 1070 TECHNOLOGY OWE NOXOMMR R. 34773 A.4EQXf8l8 mimes, 8.34274 PcT 1/fsiLJ Better GENERAL NOTES AND DRAWING MAP Ake ALUM. FRENCH DOOR & SIDE LITES, IMPACT savneome FD760 Sok FULL Sat 1 - 11 aa�xo. 8-11 are B U` Lucas A. Turner, P.E. PE #811201 Mechanical E.XTERIOR 7/18" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 oR 92 F' �I 1 BITE 5/8" GLASS INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER /8" NOM. 3/16" TEMPERED GLASS EXTERIOR c 11 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER + -3/16° HEAT STRENGTHENED GLASS 93 OR 94 GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 5/8° GLASS BITE INTERIOR SETTING BLOCK — AIR SPACE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ — KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 95 OR 96) EXTERIOR 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK /8" NOM. 3/18° TEMPERED GLASS AIR SPACE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS — .075 VANCEVA INTERLAYER +— 3/16" HEAT STRENGTHENED GLASS 97 oR 98 EXTERIOR 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER vox FA RwAskar A NEYW T. ADO VANCEVA INTERLAYER GLAZING DETAIL$. AsgtlBy' FJL Raved Bs Des 1011208 Dew awn* alat 12123104 td"dias An Was Otsether Br LT. NOCHAKC;F7W3SH0T Dar 1070 TECHNOLORTDRIVE KOKOW& FL 84278 P.GL 8qX 1520 MOMS, FL $4274 TRabb Better GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT losioalaft FD780 Sedir FULL Mat 2 s 11 aarbyd4 8000-11 Lucas A. Turner, P.E. PE 08201 Mechanical TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H A=7I46"tAMI -(3/16 .090PVB, 3/16 "HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, 3 /16 "HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3 /16 "HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16"HS) E - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "1-IS) F - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3 /16 "HS) H - 718" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16 "HS) FTL-4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 CONFIGURATION SI LE- X SINGLE X DOUBLE XX DOUBLE XX DOOR WIDTH N 0,a 009 - 6$ - 791/4"_ 7o - 83 3/4" ___37± A,E ' +70 y_ --8 +70.0 -80.0 3r C,G +100.0 -100.0 +100.0 -100.0 ee DOOR HEIGHT 87 3/4" 91 3/4" +70.0 -80.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 80 - 95 3/4" +70.0 -80.0 +100.0 -100.0 6 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 CONFIGURATION FULL JAMB 0 36 11/16" FULL JAMB 0 36 11/16" SIDE LITE WIDTH W O SIDE LITE HEIGHT 68 - 79 3/4" 70 - 83 314" 87 3/4" 91 3/4" 80 - 95 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB O NARROW JAMB 0 NARROW JAMB 0 NARROW JAMB O NARROW JAMB O 36 11/16" A,B,E,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 36 11/16" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 P89DUCT REVISED mcamptytag with the Fledda Raldlog Code Aacptmm -::. O Om OZ. Feed Hy: FJC FA: Lhgt 10,/206 A NEWSHT. EXPAND MILE 110INCLDEALL t0ASS 1 asa CONFT IRA Reestsee 1070 TECHNOLOGY DRIVE 8 IPDATETAMS 170A8731E 130001 NOW= FL3 27& F.K 12/23,04 LL Oar P.O. BQ7C1076 NOAD att FL $1274 V,1Mly Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD7&D NTS 3 d 11 0.047� 8000.11 B (12/70,4 Lucas A. Twnw, PE. PE 0!58201 Mechanical 7313/16" MAX. WIDTH —+1 95 3/4" MAX. HEIGHT ALL OX OR XO X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH \ 1 , , , / , (,4 OX OR XO X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH , / , (,4 , 4 , OXO 1+-71 314" MAX WIDTH XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 145 3/8" MAX. WIDTH 10,1M, , r 3811/16" MAX. WIDTH 25" MAX DLO OXXO (SHOWING EACH VERSION SIDELITE) 3611/16" rMAX. WIDTH 33 3/16" MAX. DLO 0 (FULL JAMB) 0 (NARROW JAMB) Wader F.A: Orin 3878'08 Wwae; A RB FJC Wader bre 1N1200 Wades E UPDATE SHEET REFEREN0EX 1827E$2AND3 NO CHANGE 71.08 SHEET Aft WdtlmC Ammer FJG Dahr ar•ADI OF LT. Duos 10707ECHNOLOGYDR/VE NfN1OMIS, FL 34273 P.O. B921520 N2V0•M FL 34274 EXAMPLE ELEVATIONS AWM. FRENCH DOOR & SIDE LITES, IMPACT 9'da1ba2 FD7B0 Beak NTS a.t 4 a 11 8000-11 aac B WaamA. Turner, PE. PE 558201 Mechanical VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD r- ORIGINAL VERSION TOP RAIL ti r-c-M INTERIOR A ALTERNATE VERSION TOP RAIL — MAX. DLO EXTERIOR MAX. HEIGHT - ORIGINAL VERSION BOTTOM RAIL A ALTERNATE VERSION BOTTOM RAIL MAX. HEIGHT A A0' 3 OR 2 VERTICAL SECTION D OUTSWING SILL raeDUcr REVISED ascom with dmMeld* IlaldhogCeds Reeestmem N0 FA D =eve RAisforr A NO CHANGE THIS SHEET Rendes FJC /pedal: O>MM ap F.K mow Dam AOC 12/2304 Poteloffig 9 try REVISE f W& SHOW AL7 EPNA7E 70P AND BOTTOM RALLFX(HLOOK LT. Date 1070 TECHNOLOGY CONE FL 34175 P.O. BOX 1579 N0I03108 FL94374 c;r Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT adwrode PD7W I 1i2 shoe 5 a 11 8000-11 B Lucas A. Turner, P.E. PE #58201 Mechanical / ' �"'``� ``�� �'�,,) A �"" L \y MAX. HEIGHT A A0' 3 OR 2 VERTICAL SECTION D OUTSWING SILL raeDUcr REVISED ascom with dmMeld* IlaldhogCeds Reeestmem N0 FA D =eve RAisforr A NO CHANGE THIS SHEET Rendes FJC /pedal: O>MM ap F.K mow Dam AOC 12/2304 Poteloffig 9 try REVISE f W& SHOW AL7 EPNA7E 70P AND BOTTOM RALLFX(HLOOK LT. Date 1070 TECHNOLOGY CONE FL 34175 P.O. BOX 1579 N0I03108 FL94374 c;r Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT adwrode PD7W I 1i2 shoe 5 a 11 8000-11 B Lucas A. Turner, P.E. PE #58201 Mechanical OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL SEE NOTE O rol O dIL,„„,„,,, _ffloim, O O ..,,,, 0 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3),11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED as eompOing with the FIoId ARCM= Raiding Cade � DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE Rastas F.R Ads Reddens A NOCfW G01108S1ETT RwadeF 16%2108 R.W6z NO CHANGE 7N1861627 RwOeF 1d®mas FJG nod Ass 11!23!44 R.alme mdaaea LT. O.4 1070 TEQQ YDRIVE NOMOWA P1.94276 P.O BQ711520 NO80O068, FL 94274 11 �T V sth47 Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad.eeac FD760 1/2 6 d 11 8000-11 Rae B 2-/2 rfo6 LLCM A. Turner. P.E. PE #68201 Mechanical I am NOTE: ASSEMBLY HARDWARE QTY (3),11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED as eompOing with the FIoId ARCM= Raiding Cade � DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE Rastas F.R Ads Reddens A NOCfW G01108S1ETT RwadeF 16%2108 R.W6z NO CHANGE 7N1861627 RwOeF 1d®mas FJG nod Ass 11!23!44 R.alme mdaaea LT. O.4 1070 TEQQ YDRIVE NOMOWA P1.94276 P.O BQ711520 NO80O068, FL 94274 11 �T V sth47 Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad.eeac FD760 1/2 6 d 11 8000-11 Rae B 2-/2 rfo6 LLCM A. Turner. P.E. PE #68201 Mechanical FD750 DOOR(S) ITEM DWGt DESCRIPTION FRAME KIT PARTS POW 1 2 3 4 5 6 FRAME- HEAD & HINGE JAMB 68006 8003A OUT-SWING SILL 68003A 80040 OUTSWINGSILL COVER 68004C A 8008 DRIP CAP 68008 HEAD, SILL& JAMB WFAI27ER.STRIP(SCIB&AAL) U83337C8500 8007 SCREW OOVER 68007 8009 INSTALL PLATE 60009 8 9 5 20 21 22 23 24 25 26 FRAMEASSFMBLYSCREW #8X 1" PH QUAD 781PQA ASTRAGAL END SEAL 48032 DOOR PANEL HEAD, SILL& JAMB W EATFIFRSTRIP(SCHLEOAL) U83337r8500 8012 STILE 68012 8014 TOP RAII, (THREADED ROD DESIGN) 68014 8013 BOTTOM RAIL, (THREADED ROD DESIGN) 68013 8017 TOP SWEEP 68017 8016 BOTTOM SWEEP 68016 SWEEP SCREWS, #4X VY PAIL PH 8015 ASTRAGAL ACTVE& INACTIVE 68015 802113 GEAR HINGE, JAMB SIDE 68021B 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 8020A GEAR HINGE COVER 68020A 8018 GEAR HINGE, BACK-UP PLATE 68018 8019A CiAR HINGE, DOOR SIDE 68019A 8035 GEAR HINGE, BEARING 68035 CAR HINGE, SET -SCREW 66-32x 1/4" GEAR HINGE, MTO SCREW 012 x3/4" TRUSS HD. (;EAR HINGE, MTG. SCREW 012 x1 1/2" TRUSS HD. THREADED ROD 5/16-18 X36" 6TRODA FANGED HEX NUT 5/16-18 7990NUTA 8039 TRUSS CLAMP 60378M 8043 S/S GEAR LATCH MECHANISM (ASHLAND) 8030 LOCK I3LOC'K 48030 LATCH ASS'YSCREWS 08 X 2" SS PHILLTR HD 78X2TPAX 8037 S/S SHOOT BOLT ROD (SULLIVAN) 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 8031 SHOOT BOLT GUIDE 48031 SHOOT BOLT GUIDE& STRIKE SCREW 8.32 X 3/8" SS PHBLTR HD 78X38PFTX 80388 RIGHT- STRIKE PLATEAT ASTRAGAL (ACTIVE FENCED LEFT) W511043SI 8038. LEFT - STR1KEPLATE AT ASTRAGAL (ACTIVE HIN(3DRIGHT) W 511044.51 STRIKE PLATE SCREWS 8-32X3/8" SS PHLLLTRH D 78X38PFIX STRIKE PLATE MIDDLE SCREW 6-24X 1/2" FH 7612FPTX 8036 STRIKEPIATEAT HEAD & SILL HEAD STRIKE SCREWS SS 8 X 1/2 PHIIL FIT 7858ZAX STRIKE PLATE SCREW S (54SILL SS 8 X 1/2 MILL UNDERCUT EH 78X12PFHUX 8041 ACT1VETRIM SET SHLAND) 8042 PASSIVE TRIM SET (ASHLAND) 8044 8014A 8013A STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) TOP RAIL (LAG BOLT DESIGN) 68014A BOTTOM RAIL(IAOBOLT DESIGN) 68013A 5/16° x212" LAG BOLTS 75I6LBOLTX FD750 FULL JAMB SIDE CITE ORM DWG DESCRIPTION FRAME- HEAD, SILL& JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 7 8009 INSTALL PLATE 68009 FRAME ASSEMBLYSCREW 68 X I" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/1648 X36" 6TRODA 36 F1AN(FAHEXNUT 5/16-18 7990NLICA 37 TRUSS CLAMP 60378M 60 #8X3/4" PH SQ DRIVETEK SCREW 78X34P5TW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITEJAMB TRIM FD750 NARROW JAMB SIDE LITE FRAME -HEAD& SILL 68006 4 8008 DRIP CAP 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 FRAME ASSEMBLYSCREW #8X I' PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BDITOM RAIL 68013 35 THREADED ROD 5/16-18X36" 6TRODA 36 FLANGED HEX MIT 5/16-18 7990NUTA 8039 TRUSS CLAMP 60378M 60 48 X 3/4" PH SQ DRIVETEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 66028 70 8010 FRAME JAMB 68010 ASSEMBLY KIT 80 80338 FRENCH DOOR ASSEMBLY BEAM 680338 81 # 10.24 X 2 112" PH SCREW 910 -24 NET( NUT 83 012 X 1 1/2° TR HD TEK SCREW 84 8056 SUUSILL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 _ GLAZING SEALANT, DOW CORNIN0899,983, 9950R EQUIVALENT 7/16" LAMINATED GLASS (3/16" ANN.,090 PVB, 3/16" HS) 92 7116° LAMINATED G1ASS (3/16" HS,.090 PVB, 3/16" HS) 93 - 7/16" LAMINATED CLASS 16° ANN.,075 VANCEVA, 3/16" HS) 94 7/16" LAMINATED GLASS (3/16° HS,.075 VANCEVA, 3/16" 115) 95 --- 7/8" LAM! I. (3/16' T, 1/4" SPACE, 3/16" A NNr090 PVB, 3/16" HS) 96 --- -- N8° IAMI IQ (3/16" T, 1/4" SPACE 3/16° HS.,090 PVB, 3/16° HS) 97 ---- 7/8" LAM' I.G. (3/16" T 1/4" SPACE, 3/16° ANN.,075 VANCEVA,3/16" HS) 96 * 7/8" LAMA (3/16" T, 1/4" SPACE, 3/16" 115,075 VANCEVA, 3/16" HS) 105 8072 BACK BEAD 68022 106 8026A SL1ACKBEAD 680264 107 80234 7/16" BEAD 68023A 108 8024A 7/8" 10BFAD 680244 109 1224 VINYL 'BULB W STP (THICK) STP247 PRODUCT REVISED macumyym8 with ®t Moab BaIdBegCade Asorisrate ,: iii Ihgo wade% FJC oeae 8/20,'06 Rodakes A A00 /7EM8 88 85 37AND 8& wade% F2( Rend B% MmHg FJC Dela 141 aeec bee 12/241D4 Arbiter B wYilRae (6047E11668 ADD MA* 8404i187AN084, L.T. 6" Oak 46/05 1070 TE0HNOLOGYDRNE NOKOAC9, FL 34275 P.O.BQX1@8 ? (094* FL 34274 Pc �T Vi a& Bator PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 Sake NA Shoe 7 a 11 naive& 8000 -11 Row B (2! -(/06 Lucas A. Turner, P.E. PE #68201 Meonaruoel 1 O#8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 2.000 .074 - -3.990 20 #8012 6063 -T6 STILE 1.278 h� - f O#8003A 6063 -T6 OUT -SWING SILL 3.638 1.498 2.236 O#8004C 6063 -T5 OS SILL COVER 4.434 0751 21 #8014 6063 -T5 TOP RAIL x-.100 22 #8013 6063 -T6 BOTTOM RAIL ss � 10 T .985 #8022 6063 -T5 BACKBEAD 8.250 1 .750 9. ,818 1--- #8023A 6063 -T5 7116" BEAD #8026A 6063 -T5 SL BACKBEAD Read Bp Fx FJc Read* Minn En FJE Rem Der Oak 1223/04 Aseskssc A .957 k-- #8024A 6063 -T5 I.G. BEAD 5� 1.467 I-7 #8033B 6105-T5 6105 -T5 80 FD ASS'Y BEAM .050 438 f 61 #8028 6063 -T5 SL HEAD TRIM 1•- 2.313 ---� 1 1 62 #8029 6063 -T5 SL JAMB TRIM O #8009 6063 -T5 7 INSTALL PLATE 3.251 26 #8015 6063 -T6 ASTRAGAL • 1.812 -►{ 1.000 #8039 6063 -T6 TRUSS CLAMP 70 #8010 6063 -T6 NARROW SL JAMB 4.027 #8008 6063 -T5 DRIP CAP r1.94°1 .050 23 #8017 6063 -T5 TOP SWEEP 2.280 ---►I 075 #8021B 6063 -T6 GEAR HINGE, JAMB .742 353 .072�� #8020A 6063 -T6 GEAR HINGE, COVER 1.160 .311 17477 O #8007 6063 -T6 6 SCREW COVER 1-+-- 1.763 I 29 #8018 6063 -T5 HINGE, BACK -UP F.075 a.a3s --►� 30 #8019A 6063 -T6 GEAR HINGE, DOOR RaiAns B *geui clr9a IBA L.T. NO CHANGE THIS MEET uaosuoFRBfB& Dtlw 4/3/05 1070 TECHNOLOGY MAE NOBB, FL 34278 P.O. BQX 1823 NO1C FL 34774 PAG,T Visibly BBtter EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fo750 1/2 18 d 11 8000 -11 11 .050 79 2.240 --►I O #8016 6063 -T5 BOTTOM SWEEP PRODUCT REVISED an caraptilng with the Florida Daft Cede literltrxe 12✓21/04 Lucas A. Turner, P.E. PE 068201 Mechanicei — JAMS ANCHORS HT. QTY. _ 95 3/4° - (5) 91 3/4° - (5) 87 3/4° - (5) _ 833/4 ° -(5) 79 3/4° - (5) 11" _� 18.500" MAX. O.c. l 11" DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 10.571" MAX O.C. - JAMB �® — ANCHORS — HT. QTY. 95 3/4° - (8) 91 3/4° - (8) - 87 3/4° - (8) 1 _ 833/4 " -(7) _ 1. 793/4 " -(7) 11" I A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 12* .6, li — 'r�i~3" I "� 71 (I I I i I I Q f I I I III ) 0 1 1 1 1 1 1 1 1 1 C}I 1 11" _ 3" MIN. HEAD & SILL 11° _ 3" MIN. ATYP. ' ANCHOR 7 ATYP, CLUSTER _ (TYPICAL) JAMB ANCHORS HT. QTY. 953/4° - (5) 91 3/4° - (5) 87 3/4" - (5) 83 3/4" - (5) 793/4 " -(5) 11° I! II 1 A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) REGARDING ( ) APPLICABLITY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS 18.500" MAX. O.C. A (2) EQ. SP. TYP. 1 Q IIII HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. 11111' 11 1 III _ 10.571" MAX. _ O.C. JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 87 3/4" - (8) _ — 833/4 °-(7) 79 3/4" - (7) 1111 QI 1 DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE )0( DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO TAPCON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4° EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL 6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571° MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 8" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571° MAX. O.C. 11" FoDUCT UNWED adnawaken with the Merida Wan Cada Me• "OZ i >y4 ZOID Pgtex Ratskor A NOOHANiE7108SHEET wawa REMOVE NOTE PERTNN1NG TO ANCHORAGE 0117881E 154 COMM B REV /9E ANCHORAGE PERFBC 704A D REVISE NOTEB5 SSa. 12▪ /2:/04 traaa06F Rae L.T. 4255 1070 45:500505 FL TEq#YOLOB4275 Pc �T P.O BQX 1523 NOXOABS A 542,4 VwbIy Better ANCHORAGE SPACING Thir ALUM. FRENCH DOOR & SIDE CITES, IMPACT FD750 '1/4 9 a 11 oases. 8000-11 B Lucas A. Tamer, P.E. PE #88201 Mechanical 3.4 KSI MIN. A CONCRETE EMBED. SEE NOTE 1 1/4 "--t MAX. SHIM ® CONCRETE ANCHOR (NOTE 1) 3.4 KW MIN. A CONCRETE 114" MAX. SHIM A CONCRETE ANCHOR (NOTE 1) . .EMBED. SEE NOTE 1x WOOD (NOTE 3) 2x WOOD (NOTE 3) 1/4" MAX. GROUT, SEE NOTE 5 13/8iMIINN. A 3.4 KSI MIN. CONCRETE A WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD A A 13/8" MIN. 2x WOOD (NOTE 3) WOOD ANCHOR (NOTE 2) 111 1/4" MAX. SHIM EMBED. A SEE NOTE1 • CONCRETE A ANCHOR (NOTE 1) 1111111-111 �I II IIIIlil lllllfll u lr A •i 3.4 KSI MIN. CONCRETE;• OR1.5KSI ••'• MIN. CMU' 1x WOOD (NOTE 3) • . • (_J • • f 1/4" MAX. SHIM -- ! tom- 1/4" MAX. SHIM I-,-- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL A CONCRETE ANCHOR (NOTE 1) EMBED. A SEE NOTE 1 3.4 KSI MIN. CONCRETE • A 1/4" MAX. CONCRETE ANCHOR GROUT, (NOTE 1) 1 SEE NOTE 5� A EMBED. NOTE 1•. • EMBED. SEE NOTE 1 A 1/4" MAX. SHIM TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) <=] EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4° TAPCON -1 3/8 ", 1/4" SS4 CRETE -FLEX -1 3/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6083 -T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 3.4 KSI MIN. A • CONCRETE 1/4" MAX. A GROUT SEE NOTE 5 TYP. DOOR SILL CONCRETE ANCHOR A (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR 2x WOOD (NOTE 3) PRODUCT REVISED eaaOm a cdth the Resift 2.74ro.::va Cal , •p °201-0 aerdBr FA Aft 428'08 Maker A UPDATE SHEETREF73 ' NOT E4 AND ADD EXBRORANTERORDWAVAA6 Road*. FX Dew WHEW B IIPDA7E ANCHORAGE ANDNOTES Ram BJe F.K 12/21104 (8edw18F 81ae L.T. 4/&85 1870 TECHNOLOGY OWE NOxOle9 8.34275 P.O. BOX 1629 NOi FL 94274 Vistbb Hager ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT am.erac P0150 Bask lam! 1/4 10 a 11 800041 as B Z /i.,( /o Lucas A. Turner, P.E. PE $88201 Mechanical 1.938 i 1.467 4.434 55 #8014 6063 -T5 TOP RAIL, LAG BOLT DESIGN 1.938 .100—t 8250 56 #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN .125 1 7 O #8056 6063 -T4 SUBSILL, OPTIONAL 1/4" MAX. GROUT, SEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 OPTIONAL 3KSI MIN. CONCRETE —e-=' 1/4" MAX GROUT SEE NOTE 5, SHT. 10 WOOD ANCHOR, SEE NOTE 2, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 1/4° MAX. GROUT, SEE NOTE 5, SHT. 10 'EMBED. SEE • ,NOTE 1, SHT. 10 3KSI MIN. CONCRETE —+ OPTIONAL OPTIONAL 1 3/8" MIN. ' EMBED. SEE NOTE 1, SHT. 10 WOOD ANCHOR, SEE NOTE 1, SHT. 10 1/4° MAX GROUT SEE NOTE 5, SHT. 10 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL 1 3/8" MIN. 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE OPTIONAL DOOR SILL ANCHORAGE EXTERIOR INTERIOR E> (ALL SILL SECTIONS) PRODUCT REVISED eomplen with the '1w4 f4 Elakliws Cole R@o a -0 O _ -'.•k4 d:11.,%- 2010 /i...1. i Roof By FX $—ar FX Ie.eRy Re= 312603 Relish= A UPDATE PEET REFERENCE NOTE <ANDADD Own Sr FJG MIMS tkAt Dale 124 B !task= AEW91Y 7.ADD8L®89LAND ALTERNATE TOP If 130T70MRA2. EX7RUSIONS ateameey LT. Deis 418106 10707Ec' OGYDRIVE NoKPMISS FL 34276 P.O. BQX1619 NOKOM14 FL 34274 PIG" MOO getter ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sedmAaskr FD760 Oak th11 s 11 ammo Ns 8000 -11 B 2,/2-7/4 Luc A. TRm,er, PE. PE 668201 Mn COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Qnaybridge Ct. Miami, F1.33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" A1umiium Outswing French Doors w / wo Sidelites__ APPROVAL DOCUMENT: Drawing No. W04-51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. 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'jand Small Missile Impact Limitation:l. Door installation require total four (4) flush bolts for double doors & two(2) for single doors LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0712.02 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. _ NOA No 07- 0828.09 Expiration Date: September -16, 2009 - Approval Octolber-25 2o(ri -' Page 1 E.S. Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: the revision consists of an additional glazing & hi -bottom rail options) B. TESTS (transferred from file # 04- 0712.02) 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) Small 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 drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. F TL -3947 & FTL -3955, dated 02/04 /04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: Test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 04- 0712.02) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04 /09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERT1F'ICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06/11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04- 0712.02, expiring September 16, 2019. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 ask (. CL4.wL, Ithaq 1. Chanda, P.E. Product Control Examiner NOA No 07 -0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 INTO • ADDL ANCHORS READ. F FRAME WIDTH F1 SUR HEAD & SILL F FRAME HEAD & SILL F FR. HEAD & SILL HEAD /SILL CORNERS _ _ 1 I III) 1 F I� 1 /1 L ) LEAF HEIGHT 85 1/18• D.LO. (STD. BOTT. RAIL) 81 8/18° D.LO. (HI- PROFILE 80TT. RAIL) (IT1 1 1 1 1 - �7 ii i \ I ii / / \ \ 11 1.. II \ II I II / B I ____ k _ _ ,I 30 1/4" 2 28 1/16° 1 12" 3 30 1/4" D.L OPG. D.L OPG. M MM. b 9 D.L OPG. XXO SERIES -3000 ALUM QUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT MD REQUIRE NO SHUTTERS. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACMES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVF¢). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL.. /META. SCREWS, THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 71 3/4° ADDL ANCHORS RECD. INTO OR THRU WOOD BUCK INSfAUATONS ONLY E APPLIED MUNTINS USED 6" MAX. TYP. HEAD /SILL CORNERS FRAME WIDTH 88 3/4" FRAME HEAD & SILL 12" 44 4I /I TYPICAL ELEVATION$ TESTED UNITS 28 1/16" D.L OPG. (X X ) 12" MAX. NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT REVISED sepplyIng with the Finvida Dakliars Code AstSfUswa No07- OFt2$•Ogj fir- Elmo /lI1 kaaen IItmTIC Y 1�oett Engirt DR. HUMAYOUN FAR000 STRUCTURES FIA AN. C X5 16 7 SEP 28 2007 8 Eig E R 6 p lad g5 0 s 1b 1 41 drawing no. W04 -51 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELRES GLASS TYPE T. '9', 'C' OR 'D' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SITES SHAWN BE,4W OR ) - 80.0 PSF FRAME WIDTH ( X ) HEIGHTS: DAYUTE OPO. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 8/8 79-3/4" 77 -1/4' 89- 1/18• 88 -5/18• 8/0 95-3/4" 93-1/4" 85 -1/18" 81 -5/18' WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE 085. 2/8 (X) 31 -1/2' 28- 11/18' 20-1/18" 3/0 (X) 37 -1/2' 34- 11/18' 28 -1/18' 5/0 000 59 -3/4' 28-11/18" 20 -1/18 8/0 (XX) 71 -3/4' 34-11/18" 28 -1/18' FRAME WIDTH (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A' 'B', 'C' OR 'D' EXT. ( +) INT. (-) 36 8/0 70.0 80.0 39 7/0 70.0 • 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES swim wpm INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B'. 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. (-) EXT. ( +) INT. ( -) 24 27 __ 33 38 39 42 -_8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 «0.D -' 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 804 70.0 80.0 24 27 30 33 38 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 87.9 87.9 70.0 80.0 85.0 654 70.0 80.0 82.4 82.4 704 78.9 80.1 80.1 70.0 78.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDEL.ITES. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. (80OX ) ©�1111111110 �/011 ITJr iii \\ O�, O I (80OX ) ©�1111111110 �/011 ■ \ \l 1/ 7%\ \ / \ v // ims ∎4 ift PRODUCTREVLSED OIXO 3 w wtyt9eFlarmn *deft Code Acdtpiaste Neaz-o�92B.of gnomon. Date,� Mimi (WM= Central i ■ / t \ \ `,,z--- n \ \ / / / � / / / og SIDEUTE WIDTH v DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDEUTE WIDTH = OUW - DOOR WIDTH Q Q (080) O //0--r / t \ \ `,,z--- n \ \ / / / � / / / og \ \ Q \ (080) O I \ \ I r / t \ \ `,,z--- n \ \ / / / � ( 0880 ) NOTE: GLASS CAPACffIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Emil OR. HAY FM000 F 0 N. t513813557 P 2 8 'L007 25 0 m 1 gg� 2 rg a 8 4 drawing no W04 -51 (sheet 2 of 7 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING VW X ' MEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X 000RS mdilGRS.. SE ELEV. FOR SPACING HI— PROFILE BOTTOM RA2L APPLICABLE TO STATIONARY AND OPERABLE UNITS STATIONARY UNITS OPERABLE UNITS SEP 2 8 2001 drawing no W04 -51 (sheet 3 of 7 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/1B" HS. GLASS .090' NTERIAYEi 'DUPONT SENTRYGLAS PLUS' 3/18' HS. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 2BY WOOD OR TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/18" HS. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/18" H.S. GLASS SILICONE DOW CORNING 795 1/8" HS. GLASS .090 "'INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HS. GLASS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8' HS. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS GLASS TYPE 'D' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY FICL1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF ORO L LNG SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. F.ngr: OR. HU YOUN F RD0O STRUCTURES CA.N 3538 SEP 2 8 2007 mom* amigo Attbpbesee B:Phetlo♦ Mtn Marna Control Illvtgon foL "V z F� 0 m 0 c 1 k drawing no. W04 -51 (sheet 4of 7 INTERIOR EXPOSED FLUSH BOLTS AT 10° FROM EACH END tff , ® ACTIVE LEAF IN- ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) b 1 .381 r_i �"f°O9'll I PPE1d $ PART $ QUANTITY DESCRIPTION MAT.'ERIAI. MANS. /80PPL1EE/RSMARES V.1 iz rf 1• 4.000 I x_1.779 1 ES300I -1 1 FRAME HEAD 8083 -T8 - 2 ES3001 -2 2 ODOR FRAME JAMB 8083 -T8 - I 2.250 3 853002-1 1 DOOR FRAME SILL 8083 -TS .225 .105- "U 31 WEDGE GASKET CAE t:t) 4 ES3003 -1 AS READ. 5108018 ADAPTER 8083 -78 5 ES3004 AS REQD. SHEAR PLATE • ANCHOR LOCATIONS 8083 -T8 3° LONG '078 ®® FRAME HEAD 8 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 8083 -T5 - h= --2.018 - /JAMB 8A ES3024 2/ LEAF BOT HI- PROFILE TOM RAIL 8083 -T5 - . 2.125 0.375 + 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 8083 -T5 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 8083 -T8 - - 3.350 .078 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8083 -T8 - t5 WEATHERSTRIP 1-1.808 .D� 0.312 10 ES3008 -1 AS REQD. SIDEUTE STILE 8083 -75 ® i 595 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 2.874 SHEAR PLATE .'..88L-- ,,.1.500 ADAPTER 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 853011 AS REQD. JAMB TRIM 8083 -15 OPTIONAL + .888 m- -2.125 14 ES3012 1 SILL COVER 8083 -78 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 8083 -75 - 4.000 13 JAMB TRIM 1.WOj- ,gg2 (OPTIONAL) 18 1 853014-1 4/ PANEL PANEL CLAMP 8083 -78 1 2.000 ! ® 0, 0 17 ES30O3 -3 3/ OPER. LEAF HINGE ASSEMBLY 8083 -TB - cii3 .' 1 gggg 18 DOOR LOCK (SAVANNAH 2015L) YALE rmTh 35W 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321N0 AS REQD. RN -SEAL PILE W$TRIPPING - ULTRAFAB 1i 22 853020 AS REQD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1 -1 /4°X1 /8"X4 -1/4' LONG 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8° THK. X 7 -7/8° LONG 3.375 2S 2/ LEAF 3/8° Dla THREADED ROO W/ NUTS STEEL .913 �� t,p2 28 AS 14800. FRAME ASSY. SCREWS #10 PAN HEAD SAS 27 - AS REQD. MULLION REINFORCING CHANNEL A38 STEEL - 590 ® TOP /BOTTOM RAIL 28 884014 AS READ. BOTTOM RAIL 01555 STOP NEOPRENE - 1.531 2.000 29 ES4019 AS READ. PANEL SILICONE STOP NEOPRENE - 0, ° 1 30 - AS READ. 3/8° DIA. X 1/8° NT. BUMPER SILICONE FRANK LOWE RUBBER CO. .490 -6 .5'A53 - r 1.145 2.183 --s .078 31 ES4013 AS REQD. WEDGE GASKET - - 19 PANEL CLAMP 32 ES3022 2/ STILE FLUSH DOLT BRACKET 8083 -75 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1• FH SMS 3 PIECE HINGE 34 0/LON AS READ. DOOR PANS. WSTRIPPING SCHLEGEL c ) 2.�-° .913 �- .821 n '0 .2 fi to ill! $ El. g d .12s .980 ro•• .590 - - ® 4.000 FRAME SILL 1.750 I 7250 .078 .913 PROSSUCT REV1$Bp w i t h dce Florida SIddlim Coda R -08 •a9 dloo Lt. �i5t4q I•LLaA Vtia. - 7.750 .082 14 1.145 LI o9a to SIDE UTE STILE a 478 - .4.927 SILL COVER MULLION © REINF. CHANNEL m o my ffi $ °n i Miami Dad! Pdanc1 contra p 0 < m . ^j JffL95 2.874 3 45zs '094 913 q 1 01.780 ! P �' i y b _ ' 4 i 1 4.000 590 1.984 . .r� 7:.. SIRUCIURES FLA. PE J i888T CAN. M-38 L SEP 2 8 2007 1.750 4 .750 j 3.350 -rs c e drawing no. W04 -51 094 ® HINGE STILE I 9i3 4° 4.000 ® ® LOCK STILE /KEEPER STILE ® SIDEUTE ADAPTER x°''750 °� ® HI- PROFILE BOTTOM RAIL (sheet 6of 7 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Eogr. DR. iiiiilAYOUN FARODO STRUCTURES Fu PE 3578 SEP 2 8 2007 Pies= REVLSSD seestept=i4 ibeflorkla Ao fame No r— r d�f Expiration Date Lr us ti1I Miami Da 1.`t"mhol Division 7 m sx� a5 b4 a 4 0 G k 1 drawing no. W04 -51 (sheet Tor 7 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.com, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Out wing Aluminum Casement Window — L.M.1. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse.of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - NOA No 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -1 & Manuel Per y Product Control Exa er NOA No. 08-0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 _ o \ \ \ o \ i / / / / n SERIES 500Q ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 'Ito La TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IMIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS. 'NAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SINGLE VENT WDW 4/8* HEAT STREN' GLASS .090° INEERLAYER BUTACITE .PVEI BY 'DUPONT' 1/8" HEATT STREN'D GLASS SILICONE- DOW CORNING 795 GLAZING DETAIL SURFACE APPLIED FALSE MUNTINS OPTIONAL D.L 0PG 35 7/B" D.L OPO 35 7/B" NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5— DEC -219 DOW WIDTH DUAL VENT WDW, MAXIMUM DESIGN LOAD RATING + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engl.: DR. HU Yt� FAR000 FLA. PE # 16557 CA.N.35aa Apr. v,•,1.', (b."hti`i ing PtoriZe Qau2r,yr5d` c Pau BOAC + L, Mood Bade Pollan the drawing no. W08 -08 (sheet 1 of 5 ) 1 TYPICAL. ANCHORS SEE ELEV. FOR SPACING i8Y WOOD BUCK TYPICAL SEE ELEV. POOR SPACING . TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE wig © t AIM TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING Envy. DR. HUMAYOUN FAROO STRUCTURES Ay8 CA 383 JAN 2 8 2008 Approved se complying with the Florida Belding Code Date NOA9 Natal FtodvdCotmrat u 8 .'d 1 k 4 drawing no. W08 -08 :•D STRUCTURE 1� 1 ors�_ 28Y R BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING bTaltM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MW. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF' DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1YPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO W000 STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. sheet 2 of 5 sheet 3 of 5 j i 1 1 4 drawing no. W08 -08 sheet 4 of 5 ) 0000 FRAME 2.530 0000 VENT 4.811 3.873 1.188 IMPOST IMPOST STIFFENER 1 .803 .147 GLAZING BEAD ITEM PART # QOANTITY DESCRIPTION MATERIAL MANX/SUPPLIER/REMARKS 1 855001 -5 1 FRAME HEAD 6083 -T8 - 2 825001 -8 1 FRAME SILL 6063 -T6 - 3 898001 -3 1/ VENT FRAME JAMB-HINGE SIDE 8083 -T8 - 4 895001 -4 1/ VENT FRAME JAMB -LATCH SIDE 6083 -T6 - 5 895002 -1 1/ VENT VENT TOP RAIL 8083 -T6 - 8 855002 -2 1/ VENT VENT BOTTOM RAIL 8063 -T8 - 7 ES5002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6083 -T6 - 8 ES8002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE 6083 -T8 - 9 ES5004 -1 2/ VENT SNUBBERS, 2 -1/2° LONG (AT 11 -1 /2 & 82° FROM BOTTOM) 6083 -T6 - 10 r ES10O8 -4 AS READ. GLAZING BEAD 6083-76 - 11 851010 AS RECO. GLAZING WEDGE 90ET PVC - 12 - AS RECD. FRAME & VENT ASSEMBLY SCREWS - 110 X 1 -1 /2 PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2' PH SMS 14 855008 AS REQD. OUTER WEATHERSTRIPPING NEOPRENE - 15 ES5005B AS REQD. INNER WEATHERSTRIPPING NEOPRENE - 16 P4540 -SS AS RE= . CORNER LACK - SULLIVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2' PH SMS 18A - , 4/ HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2 PH SAS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT B-1/2 FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUSING SCREWS - #10 -24 X 3/8' PH SMS 21 30175 1/ OPER. 13 -3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8' PH SS SMS 23 - 1/ VENT LOCKING HANDLE - SULWAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -1/2' & 50 -1/2' FROM BOTTOM) - SULUCAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - #8 -32 x 1/2 PH 1A5 26 855013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4° x 1/2' ALUM. BAR 27 855011 2/ 8AR CONNECTOR SCREWS - CUSTOM 28 CS- 200K -SS 2/ VENT KEEPERS (AT 12' & 51' FROM 80TTOM) ST STEEL SULIJVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8' PH SMS 30 H - OPTIONAL 5/16' 8CX SCREEN - - 31 E95014 -1 - DRIFT RESTRAIN CLAMP. 8' LONG 8083 -T8 AT MIDSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - #10 X 1/2° PH SMS 33 858009 2/ VENT ANTI SAG SKATE, 2 LONG NYLON /CELCON M&M PLASTICS 34 - 2/ SKATE 516ATE MOUNTING SCREWS - #6 x 1/2' PH5115 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 855003 -1 1 IMPOST 8063 -78 37 855010 AS ROD. IMPOST STIFFENER 8083 -T6 Env: OR. MURMUR FAR000 STRUCTURES FLA. PE CAN. i 16557 JAN 2 8 2008 u z 0 13g A J 8 et II 4 I 8 drawing no. • W08 -08 VENT CORNER Oft.s RlI Y JN FMOW FLA. PE 1/51388557 CA,N. 3538 2008 ;J. Br i% i _ .i 1 V z drawing no. WO8 -08 sheet 5 of 5 w BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:(geries 1000 Aluminum Single Hung Window L.M L APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series-moo Alum. Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING Large and Small Wasik - ImpaetRes nt. 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" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0928.14 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 Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.com NOA No. 08- 0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 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 single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. 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, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03-0910.03) E -1 Manuel Pe '.E. Product Control , xam , er NOA No. is !- 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC 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, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 04/21/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Per Product Control Ex NOA No. 08-0 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 t GLASS TYPE 'A' 1/8° HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENTRYGL S PLUS' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 v GLASS TYPE 'Ti' 1/8° HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8' HEAT STREN'D.I. GLASS SILICONE DOW CORNING 795 1J GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONN GLASS TYPE 'E' 10° MAX. HEAD/SILL FALSE MUNTINS (SURFACE ) MAY BE USED 8° MAX. HEAD /SILL CORNERS SERIES -1000 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. w g41 HEAD /SILL 8° MAX. HEAD /SILL CORNERS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. OMPLY WITH THE THIS PRODUCT HAS BEEN DESIGNED REQUIREMENTS OF THE FLORIDA BUILDING COODEE TESTED //2007 EEDTDON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8° D.L OPG. 49 15/18' VENT WIDTH 53 1/8' WINDOW WIDTH TYPICAL ELEVATION (HI -RISE SILL) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. EWn DR. IIUWEDUN PAR000 STRUCTURES C.A.N. 35388857 JUN 0 3 2008 PRODUCT REVISED ascomplyhig lCodew86lie Maid* Aar2Rmmce No O Date -0 12 t3 Product z rJ fi fs CC 81 °n � o <a r 8 8 a 2 cm8N888 0 o O 1 drawing no. W03 -56 (sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PST (11I -10SE SILL) WINDOW DIMS. STANDARD TOP PAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES b', '1', b' & 'E' GLASS TYPES '8', 'C', 'D' & 'E' WIDTH HEIGHT IXL( +) 1NT.( -) EXL( +) 1NL( -) EXT.(+) 1NT.( -) 19 -1/8° - 1/2" 37'" 42" 49' 53 -1/8' / _ / (3) 70.0 80.0 80.0 90.0 80.0 90.0 -3Q,Q� 0.01 80.0 90.0 80.0 90.0 _= r' 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 90.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2" 37" 42" 49° 53 -1/8' 38 -3/8" (4) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8" 28 -1/2' 37" 42' 49" 53 -1/8' 50 -5/8' (5) 70.0 80.0 800 90.0 80.0 90.0 70.0 800 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70,0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 32' 42' 49" 53 -1/8" 58" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8" 28 -1/2' 37" 42" 49° 53 -1/8' 83' (8) 70.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.4 70.0 80.0 80.0 90.0 80,0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37" 42" 49" 53 -1/8" 88" (8) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37" 42" 49' 53 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 74 -1/4' 70.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 - - - - 80.0 90.0 19 -1/8" 28 -1/2' 37' 42' 49' - - - - 80.0 90.0 - - - - 80.0 90.0 ea - - - - 80.0 90.0 ) - - - - 80.0 90.0 - - - - 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF 011 -111SE SILL) WINDOW DIMS. STANDARD TOP RAH. HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES b', 'C', b' & 'S' GLASS TYPES '8', '0', 'D' & 'E' WIDTH HEIGHT D(7.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) Dig-) 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 50 -5/8" (5) 70.0 80.0 80,0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90,0 70.0 74.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42° 49" 59' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 83 (e) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' 88" (8) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8" 28-1/2' 74 -1/4" (7 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SU.T. STD. TOP RAIL x HEAVY DUTY TOP RA11, NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. Mt. HUMAYOUN FAR000 STRU0TURES RA .N N. CCA '35388887 iOUCf REVISED as complying *4t9 the Florid& Bolding Cm1C Accept:ow No / -D .12 Or 3 JUN 0 3 2008 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRIWNG SCREW$ INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (SIttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES; W1 = 1 -1/2" X 3/16" WEEPHOLES AT 4° FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END JUN 032008 drawing no. W03 -56 (sheet 3 of 6 WIWI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARXS 1 ES1001 -1 1 FRAME HEAD 8083 -T5 - 2 ES1002 -1 1 FRAME SILL (STD.) 6063 -T5 - 2A ES1101 1 FRAME SILL (HI -RISE) 6063 -15 - 3 ES1003 2 FRAME JAMB 8063 -T5 - 4 ES1005 -1 1 FIXED MTG. RAIL 6083 -T6 - 5 ES1004 -1 1 STD. VENT TOP RAIL 8083 -T6 - 5A ES2004 1 HEAVY DULY VENT TOP RAIL 6063 -16 - 6 ES1006 -1 1 VENT BOTTOM RAIL 6083 -T8 - 7 ESI007 -1 2 VENT SIDE RAIL 6063 -75 - 8 ES1008 -1 AS RQD. GLAZING BEAD 8083 -T8 - 9 ES1009 -1 2/VENT VENT LATCH 0 6- FROM ENDS 8063 -75 - 10 851012 1 /LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS REOD. GLAZING WEDGE SOFT PVC - 12 #8 X 1' 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS READ. PILE W STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUN. 15 43628 -187 AS REQO. PILE W'STRIPPNG WITH PLASTIC FN - AMESBURY OR EQUIV. 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 18 851013 •1 2 SASH STOP - - 19 851505 - FLASH FRAME ADAPTER 6063 -45 OPTIONAL 20 - 1 5/18' BOX SCREEN - OPTIONAL EA9n DR. RUVAYOUN P58000 STRUCTURES CAIN. 16 JUN 0 8 2008 DUCT REVISED es (=Wm withetenaTithl DukEDECedg No ESPRUTu8 BYE gi Eg 81 .4 awl 1L A g� 8 th 1 g 1 g s 1 1i 8 1 drawing no. W03 -56 sheet 4of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING l/4' MAX. 1/4' SHIN MIAMI—DADE COUNTY APPROVED MULLION 'TYPICAL ANCHORS SEE ELEV. FOR SPACING m O N't" . TYPICAL ANCHORS SEE ELEV:FOR,SPACING '18Y .. WOOD BUCKS EXTERIOR D.L. OPG. 1/4` MAX. . 4 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING, 0 • .4 PRODUCT RE as erenpSYFa5wiui VISED the S1 rN14 6akang Cow Amptace No A ; -Ar JUN 0 3 2008 drawing no. W03 -56 (sheet 5of 6 j 2.188 I .813 1.631 to �91.130 A ■ i .989 .719 2.330 g(19 • 1.344 j IEi ���.082 2.083 .830 M 1.250 2 2.330 .930 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2848100 FAX (305) 202-6978 COMP-ANL \WO. .813 .813 2.083 1.242 .082 1.400 2.392 082 0 FRAME HEAD L- - .930 ® STD. VENT TOP RAIL -°I 592 ® H.D. VENT TOP RAIL 7.344- =1 ® FRAME JAMB .992-1 ,.4 � i � - riP �1w 12 , �•�.', / �� J �i � I \ f 12 / 1 /i i FRAME CORNERS .'�� I DETAIL 1 ' • 'rlr' '`�. ® 1.230 078 1.122 .662. 1.25f1 1.675 2.113 Il 1.421 - MEETING 1.212 - RNL z 1l 1 th M E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 640 -9857 FAX. (305) 593 -2074 - Q VENT .790 LATCH .328 -°'I F° �-I -.147 .837 ® GLAZING BEAD 256 tt GLAZING WEDGE - .888 F9491 7f5 .813 2.18 957 ] 0 .082 93 ^tri 0 jiflj O 7 VENT 1.434-.. 1.434 SIDE 9 13 ^ RAIL °- © VENT B 2.457 .082 3.127 0tl�5l ,. a g 8d�79 a 2.457 .092 - 2.502 g m V 0 W r 1��1 •--1 g 1 3 1.335 .710 \1 Fngr: 0R. HUYAYOUN FAR000 STRUCTURES F c JUN 0 3 2000 i ODU ;j DEVISED o w86de t Cod' No i Al ✓�2 "I4 Al • i *T `.. 1 - @let�g •,,•' VENT CORNER DETAIL .. 974 F h.1.978 - �--- 2.190 .082 974 �II F- ® -1.879 - -2.331 FRAME SILL (HI -- -RISE) drawing 6 W03 -56 ---� • 2.331 Q FRAME SILL (STD.) 2��� 19 FLUSH FRAME ADAPTER sheet 6of S ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIOWSeries 2000 Aluminum Horizontal Sliding Window — L.M.I. L APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small M issile Impact Resistant LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0928.13 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 Manuel Perez, P.E. NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July-10;2008--- Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 05/12/08, prepared by A1- 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, 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 Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) E -1 Manuel Perez, Product Control Exa er NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. 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 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2008, prepared by A1- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. E. Product Control ' finer NOA No. 0: 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 E -2 1/8" ANN. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 SILICONE DOW CORNING 795 8' MAX. HEAD/SILL CORNERS vs to GLASS TYPE 'A' GLASS TYPE A1' 1/8" ANN. GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' 1/8" ANN. GLASS 111' WINDOW WIDTH FALSE AIUN11S) (SURF BE USEd 10' MAX. 11 1 1 I 1 I I 1 HEAD /SILL I II II _- I it ==.44.57.4.- IUI - - -11Et -r- u II _ -_I O 1I l / II n 'I == - 1I I h II it i II II I I 1� �i II / II _ = 4. >0.L -.= Ii , 4 a ___1I _= =It --Q - - --1 1-- 1r I I li 4 II Ii II 11 1 I III ,1 �U I I / 11 — == — =4r.0 t Ii i1 = = =1G/ Fi1L_= �1 - -- 1r _ I II , 11 �I 11 I g 0 1/8' HEAT STREN'D. GLASS .090" WTERIAYER 'DUPONT BUTACITE PM? 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 g m SIUCONE DOW CORNING 795 VENT WIDTH TYPICAL ELEVATION TESTED UNIT GLASS TYPE 'B' GLASS TYPE 'B1' 3/16" ANN. GLASS 490' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS 5/32' HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE WB' 1/8" HEAT STREN'D. GLASS SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. SILICONE DOW LORI NIG 795 SIUCONE DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'D' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDTRON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. LAMINATED GLASS LARGE MISSILE IMPACT ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERML. SHALL SE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT MO TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Env: OR. HNMYOUN FNTOOQ STRUCTURES FLA. PE 1 t8SS7 C.A.N. 3838 71 MAY 1 6 2008 PWODUCI'REVISED WdLtfoP Sukilos Cede AVN46544N6No Oa* V;FAU``IV • - 11 Prod9et DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A STD. MTG. RAIL. H.D. MTG. RAIL GLA38 TYPE 'A' GLASS TYPE 'B' L GLASS TYPE 'Al' GLASS TYPE 'Be GLASS TYPE '0' GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INL( -) 26 -1/2' 37' 53 -1/8' 74' 26' (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 80.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 28 -1/2' - _. - 3J" -'38 _53- 1/8': 74' _ -3/87 (3) 3 20.0. - -- 60.0 -- 70.0 90.0 70.0 80.0 8.3.3 90.0 4 - 70.0 80.0 ,7 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 80.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 28 -1/2' - 37' 53 -1/87- - - 74' 50 -5/8' (4) 3 70.0_ - -80A_- 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 -" 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 l 70.0 90.0 70.0 80.0 83.3 90.0 7 - - - ,_ -- - 70.0 90.0 70.0 80.0 83.3 90.0 28 -1/2' 37' 53 -1/8' 74' 63' (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 83.3 80.0 5 42.8 487 70.0 88.6 70.0 80.0 83.3 90.0 7 - - - - - - 83.3 90.0 24' 36' 48' 60' 72' 24' (2) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24' 36' 48' 60' 72' �� 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 80.0 70.0 80,0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24' 38' 48' 60' 72' 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 80.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 80.0 70.0 80,0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24' 38' • 48' 60' 72' �) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 54.2 81.9 70.0 90.0 70.0 80.0 83.3 90.0 5 45.1 51.5 70.0 87.3 70.0 80.0 83.3 90.0 8 - - 70.0 787 70,0 787 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER 4AL49 STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF STD. SILL WITH RISER HI-RISE SILL WITHOUT RISER OMIT EXT.( +) LOADS TO 70.0 PSF LAST DR.( +) LOADS TO 874 PSF 4 3TD. MTG. RAIL H.D. MTG. B.AlI. HI -RISE SILL %891 RISER LMR EXG( +) LOADS TO 83.3 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engn 0.i. HU8ATOUN FAR000 STRUCTURES RA. PE 16557 CAN. 3538 MOW!' REVISED as camalying with the Merida Balding Code Aso - No 1: +8 ,v.) Data fdPir 7V $ 1 8 2008 heist • 401 V z 0G Q o.aul LL gui IS 8 1 1 a >s 8 8 '7 0 8 F drawing no. W03 -75 (sheet 2 o 8 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE '8' MASS TYPE 'A1' GLASS TYPE '91' GLASS TYPE 'C' GLASS TYPE' GLASS TYPE 'AI' wroTH HEIGHT EXIT( +) Nr.(-) EM.( +) INT.( -) E1R.( +) INT.( -) EXL( +) INT.( -) 74' 108 -1/4" 111' 26) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 904 10 - - - - - - 83.3 90.0 74" 108 -1/4" 111" 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' 108 -1/4° 111' 5C-5/8 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 904 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90,0 10 - - - - - - 83.3 90.0 74' 108 -1/4 °' 111' (5) 7 45.4 81.9 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 10 - - - - - - 83.3 90.0 72" 84" 98" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 80.0 70.0 80.0 83.3 90.0 72' 84" 98' 108• 39" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 804 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 99' 109" 48' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83,3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84' 88" 108' 80' (8) 7 54.2 81.9 70.0 90.0 70.0 80.0 83.3 90.0 8 47.8 S4.4 70.0 90.0 70.0 80.0 83.3 90.0 9 - - 70.0 83.9 70.0 80.0 83.3 90.0 10 - - 704 78.7 70.0 78.7 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER N (1/38) (1 /3w) (1/3w) STD. MTG. RAIL r GLA88 TYPE 'A' GLASS TYPE 'B' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL Y81H RISER LOUT EXr.( +) LOADS TO 53.3 PSF LIMIT EXT.( +) LOADS TO 70.0 PSF 118._812L-RAIL HI -RISE SILL WITHOUT RISER DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLA88 TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE '81' GLASS TYPE 'C' - GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXL( +) INT.( -) EXT.( +) INT.( -) IXf.( +) OR.( -) EXI.( +) INt( -) 74' 108 -1/4" 111' 28' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 80.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 80.0 74" 108 -1/4" 111" 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - 704 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' 50 -5/8' 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 74' 7 - - - - - - 83.3 90.0 72" 84" 98' 108' 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84' 98' 108" 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 804 83.3 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 98' 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 - - 70.0 90.0 70.0 80.0 83.3 90.0 9 - - - - - - 83.3 90.0 72" 80" (5) 7 - - 70.0 90.0 70.0 80.0 83.3 _ 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) m NO. OF ANCHORS PER JAMB H.D. MTG. RAH. RISER UNIT 09T.( +) LOADS TO 88.7 PSF UNIT EXT.(�+) LOADS TO 83.3 PSF (1 /4W) 4 (1 /2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 11300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 Engel DR. HUYAYOUN FAk000 STRUCTURES RA PE 18557 CAN. 35.%. 1 6 2008 PRODUCCHEYISED es complyIng with dm Floral 0FJdl si Co* Aco�&an15 No 0..; 8 8 0 10 o is fWI rg a 2 drawing no. W03 -75 sheet 3a 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MR& —DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; gm ELEv. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4' MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES; WI = 1- 13/16" X 1/4° WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4° WEEPHOLE AT TOP & BOTTOM RAIL 1° FROM EACH END TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • MAY 1 6 2008 drawing no. W03 -75 (sheet 4of 8 (sheet 5 of 8 ) MIAMI -DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QDANTITY DESCRIPTION MATERIAL MSNP. /SVPPLi88/REMABHS 1 551003 1 FRAME HEAD 8063 -T5 - 2 ES2001 -1 1 SID. FRAME SILL 6063 -15 - ZA ES2012 1 HI -RISE FRAME SILL 6063 -T5 - 3 552000 -3 -1 1 FRAME JAMB VENT 6063 -15 - 4 552000 -1 1 FRAME JANE FIXED 6063 -15 - 5 ES2000 -5-1 1/ VENT FIXED RAIL 6083 -16 - 6 552000 -4-1 1/ VENT STD. VENT MEETING RAIL 8063 -16 - SA 552004 1/ VENT H.D. VENT MEETING RAIL 6083 -16 - 7 ES2000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6083 -15 - 8 552000 -6-1 1/ VENT JAMB STLE 8063 -15 - 9 ES2000 -8 -1 AS REQD. GLAZING BEAD 6083 -T5 - 10 ES2002 -1 1 SILL TRACK INSERT 6063 -15 - 11 552011 AS READ. STD, SILL RISER 6083 -75 - 11A - AS REOD. HI -RISE Sill. RISER 6083 -15 - 12 551009 2/ VENT VENT LATCH 6083 -T8 AT 8' FROM ENDS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL. - 14 - AS READ. FOAM FILLED FABRIC W STRIPPING - SCHLEGEL 15 #8 X 1' AS REGD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3' 2/ VENT 004. RAIL SILL SCREWS (5T0. SILL ENO) CRS P.H. SIAS 164 #10 X 4' 2/ VENT FDL RAIL 5111. SCREWS (HI -RISE SILL ENO) CRS P.H. SMS 17 43820 -187 AS REOD. VENT & FO. RAIL WSIRIPPINO - AMESBURY OR EQUIV. 18 43828-187 AS RE00. FRAME JAMB WSTRIPPNG - AMESBURY OR EQUIV. 19 WPHL -100 2 BAFFLE - M & M PLASTICS 20 #8 X 3/8' 2/ BAFFLE BAFFLE SCREW - P.H. SMS 21 ES1010 AS REOD. GLAZING GASKET SOFT FMC - 22 552007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 ES2008 2/ VENT ROLLER BRASS /ST. ST. - 24 62005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1' X 3/4' X 1' LONG 26 - 1/ VENT 5/18' BOX SCREEN - OPTIONAL 27 Es1sea - FLUSH FRAME ADAPTER 8063 -T5 OPTIONAL u' O G 5 0 c 1 drawing no. W03 -75 s .887 .837 �I .328 J (�� V 2.188 .813 2330 .. 1.242 - .�2 ,.344 ;- -I -I O GLAZING .oez .147 BEAD .719 }-- -� -_ 21 BULB .290 VINYL AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2540100 FAX (305) 2628878 [ COMP- ANL \W( 0 VENT 1.434 .813 I 8 -- .930.,1 TOP /BOTTOM RAIL - 1.421 2188 .949 1.122 .780 �i I 830 FRAME h- -1.400 HEAD 12 VENT .078 - 1.230 LATCH .982 x1.118 -� 1.149 fp me .813 z.998 r:162 .983 2.375 900 .813 .489 Q ■ - 1290 - JAMB STILE t I 770 2180 8 ( SERIES -2000 ALUM HORIZ. SIDING WOW. (L.M.L)) E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 640 -9857 FAX. (305) 593 -2074 .900 2.083 082 2.288 ADAPTER z7 FLUSH FRAME 6138 r 1.130 2.330 [�2 STD. FRAME SILL .088 - - (� STD. MEETING 1.250 RAIL - .992- -1.118 -a .490 2'5 Ii1 .813 3.37 r .883 2.816 500 2.083 o yg Oi g P $° N ) 1.830 .930 t1 STD. SILL RISER H.D. MEETING 1.250 RAIL '� - A48 2130 .750 r I il- c o 3 D e $ 8 $ $ R $ "g 2.113 - 1.875 2.330 Q HI -RISE FRAME SILL f 12< m u c 430 2841 ', .082 2955 2392 .813 .809 ..-- .,7..._.^ :. • m j 3 3 .188 •082 .250 2.392 1.878 .�2 Env: DN. HUMAYOUN PAR000 S 7 CAN. 'f 1 6 21 I'; PRODUCT REVISED es empI y eao2cem .ate.,, ..,..,c58e,. ,II Pli /7i Oil .I/.P: i •, 1.212 �r 99,l .312 ® .062 1250 FIXED MTG. RAIL tD SILL 1.098 TRACK L.989 ..1 0 FRAME JAMB VENT Q FRAME .719 L- 989 ^ JAMB FIXED drawing no. W03 -75 0 HI -RISE SILL RISER (sheet 7of 8 VENT TOPJBOTTOM CORNER$ FIXED MTG. RAIL CORNER 1 8 2008 drawing no. W03 -75 sheet 8 of 8 HORIZONTAL ROLLER 37 x 50 5/8 12 SQ.FT. +53.61 -62.29 No:08- 0527.13 HORIZONTAL ROLLER 37 x 38 5/8 10 SQ.FT. +53.81 No:08 527.13 HORIZONTAL ROLLER 37 x 38 5/8 10 SQ.FT. +53.81 -83.29 NoOB- 0527.13 CASEMENT 37 X 50 5/8 13 SQ.FT. +53.51 -6229 EGRESS cASEMENT 37 X 60 8 /I15u- 13 SQ.FT. +53.61 -6229 No:08- 0204.05 EGRESS BEDROOM OREM FRENCH DOOR 81 X 80 17 .81FT. N 6o- 0828.09 11■111 \\I/1 CASEMENT 37 X 50 5/8 13 SQ.FT. +53.81 -82.29 No 08- 0204.05 EGRESS HORIZONTAL ROLLER 37 X 38 3/8 10 SQ.FT. +53.61 -6429 No:08- 0527.13 0 1 M BATHROOM 5 I (7 wn:�rni ShOTBS Vll�ag 1 LAUNDRY LIVING HORIZONTAL ROLLER 37 x 50 5/8 12 SQ.FT. +53.61 Na�:08- 0527.13 DINING OUTSWING DOOR 37 X 80 20 SQ.FT. +63.61 -59.29 - 0103.02 FFRENCHH 000R X 80 17 SQ.FT. +59.81 No 078.09 s ooM HORIZONTAL ROLLER 47 1/2 X 35 12 SQ.FT. +53.61 No:08- 0527.13 BATH / CLOS 8 37 X �50 5/8 13 SQ.FT. +53.61 -8229 G� 04.06 CASEMENT 37 X 50 5/8 13 SQ.FT. +533.61 -82.29 EEGR 04.E ■ 0 3X77 505/8 13 SQ.FT. +53.61 -82.29 No.0204.05 EGRESS CASEMENT 16 SQ.FT. +53.61 No 08- 0204.05 EMENT 554 X 633 12 SQ.FT. +53.61 $o:0s 0204.05 SINGLE HUNG SINGLE HUNG 19 X 25 19X25 5 SQ.FT. 5 SQ.FT. +63.61 +83.61 No 08- 0527.12 Nom-0527.12 GENERAL NOTES - ONE STORY STRUCTURE (15 FEET MEAN ROOF HEIGHT) - EXPOSURE - 146 M.P.H. WIND VELOCITY - K.D. 1.0 - ASCSCE7-i -0055 WIND CODE - c0NTRAcTTOR 70 Y A DIMENNSIONSS lyti SCOPE OF WORK - ALUMINUM SINGLE HUNG - IMPACT RESISTANT BY ES WINDOWS. +70 / -80 PSF ACCEPTANCE - ALUMI }iosizONrAL ROLLER BY ES�U NO - ALUMINUM NM VAS ENT N BY WINDOWS S - ALUMINUM FRENCH DOOR BYE_ 9 U . 0NG X09 BY POT INDUSTRIES /: 07 -0103.02 WINDLOAD PRESSURE TABLE MARK . DESCRIPTION WIDTH HEIGHT TRIG. AREA POS. PRESSURE P.S.F. NEC. PRESSURE P.S.F. ZONE N.O.A 1 CASEMENT IMP. 37 51 13 53.61 6229 (INT 08- 0204.05 CASEMENT IMP. 37 51 13 53.61 62.29 (4 INT 08-0204.05 3 CASEMENT IMP. 37 51 13 53.61 62.29 ( ) 08-0204.05 4 °UTSWING DOOR IMP. 37 80 20 5929 INT (4,5) 07- 0103.02 5 CASEMENT IMP. 74 63 16 53.61 6129 (4,5) 08- 0204.05 6 CASEMENT IMP. 54 63 12 53.61 6329 ( 08-0204 .05 7 SINGLE HUNG IMP. 19 25 5 63.61 69.29 ( INT ,5) 08-0527.12 8 SINGLE HUNG IMP. 19 25 5 63.61 69.29 ( niT ,5) 08-0527.12 9 HORIZONTAL ROLLER IMP. 48 35 12 53.61 62.29 INT (4,5) 08- 0527.13 10 FRENCH DOOR IMP. 61 80 17 59.61 6129 (INT 07-0828.09 11 HORIZONTAL ROLLER IMP. 37 39 10 53.61 6429 INT (4,5) 08-0527.13 12 FRENCH DOOR IMP. 61 80 17 59.61 6129 ( ) 07-0828.09 13 CASEMENT IMP. 37 51 13 53.61 62.29 ( 08- 0204.05 14 CASEMENT IMP. 37 51 13 53.61 62.29 ( j 08- 0204.05 15 CASEMENT IMP. 37 51 13 53.61 6229 C4 INT 08- 0204.05 16 HORIZONTAL ROLLER IMP. 37 51 12 53.6 62.29 INT (4,5) 08-0527.13 17 HORIZONTAL ROLLER IMP. 37 38 5/8 10 53.61 6329 INT (4,5) 08-0527.13 18 HORIZONTAL ROLLER IMP. 37 38 5/8 10 53.61 63.29 (4 INT 08-0527.13 19 HORIZONTAL ROLLER IMP. 37 51 12 53.61 62.29 INT (4,5) 08-0527.13 SHEET 1 of 1 O O M CNi M O 0 sauanu 11:10Fm FLORIDA F.E. No 60843 ALVARO VASQUEZ, P.E. 1070 S.W. , _46TH AVE. 1209 POMPANO BEACH, FLORIDA 33089 (305) 781 -8458 1 I'? O i