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WS-14-1790Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218003 Permit Number: WS -8-14-1790 Scheduled Inspection Date: December 09, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 11225 NW 5 Avenue Miami Shores, FL 33168-3329 Project: <NONE> Contractor: JOSEPH A. MARCELIN CONSTRUCTION uumung Department comments REPLACE WINDOWS AS SHOWN ON PLAN 11/04/2014 - BOUNCE CHECK#1086 FOR 464.10. NO INSPECTION UNTIL PERMIT FEE + $40= $504.10 IS PAID. 11/05/2014 - Bounce ck Paid. Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)759-1111 Parcel Number 1121360010170 INSPECTOR COMMENTS False Phone: (305)562-7926 December 08, 2014 For Inspections please call: (305)762-4949 Page 8 of 48 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 08, 2014 For Inspections please call: (305)762-4949 Page 8 of 48 I .. ti e Miami Shores Villa g RECE Building Department [RRAu �TT%n7'T7­"D 214 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY:-_' INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. jk I _ V� qO PERMIT APPLICATION Sub Permit No. JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION E] EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP JOB ADDRESS: t CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNtR NVame (Fee Simple Title_AW, 'O"tp/CT;®eJ _z; ZGe' Pl on_4_ . J Address: %N4.j er&4 li 'C! VVJ7'' City: q\x \"rr^ !!�N, State: Tenant/Lessee Name: Email S) C;2O ` 55 6 f/' CONTRACTOR: Company Name:: 1 �,1� Phone#: Address: N \3S FM lk ``�7 City: _� N ��f�1 State: Zip: lb-25N!7I .�VI\N Tq' �`�f1 Com--\�� ' Qualifier Name: Phone#:? 4S A Qrn -r Registrat,* o cie'ogn, 151�4149>0 Certificate pf CormoeteFtsy , DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ' Type of Work: ❑ Addition ❑ Alteration Description of Work: j _( Square/Linear Foota a of Work: EJNew Repair/Replace Demolition > kW . Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2— CCF $ C\ • �® CO/CC $ (71 Scanning Fee $�� Radon Fee $ DBPR $ Notary $ Technology Fee $ ®'- �'QN Training/Education Fee $ Q ' Double Fee $ Structural Reviews $ K _W Bond $ TOTAL FEE NOW DUE $ _ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectiorfee will be charged. Signatu t4 F3Signatu OWNS,Zk r. x ri`p �ioOp The foregoing instrument was ledged before,R n1 re 03 day of ®1? 20B . t37�ka�p who is personally k$q� me or who has produced Nam identification and who did take an oath. NOTARY f i -E6 Sign: v aL Print: I Seal: e foregoing instru day of ®,7 120 e or who has produced identification and who did take an oath. �rtY RUB1:1C:� Seal: irk F co> b� APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 6 S I1+ -I 1j® µ Structtra 4 She _ Page 1 of 1 A 1Q- A- tv vA- - tet- 04 N® -A JC k" .tU 4Ytt� STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf MI®DADS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Cury-A-Tech Corporation 930 West 23rd Street, Hialeah, Fl. 33010 • WAJDAD!IOUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 www.mlamidade.gov/sera/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 715 Aluminum Outswing French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-19 Rev A, titled "Series Alum French Door w/ sidelitws (L.M.I.)", sheets 1 through 14 of 14, prepared by AL-Farooq Corporation, dated 05/07/12 and Iast revised on AUG 23, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max Partial AIum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4" H for sidelites and 29-1/8"W x 35- 1/4"H for door leaf, as glazed on sheet 3 and detailed in section © in sheet 12. 2. Cury-A Tech SHW is under separate approval, when used lower DP of door, SHW or sidelite shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. . 0000 0 RENEWAL of this NOA shall be considered after a renewal application has been fil;0.4there ll,ps jeen no@ @ •, change in the applicable building code negatively affecting the performance of this praedact. 0000:. TERMINATION of this NOA will occur after the expiration date or if there has been d Wsion or change in$he..: materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endsrsemantrc►lany product, for sales, advertising or any other purposes shall automatically terminate this fld,& Failur1 tQ�aPmply" O"• with any section of this NOA shall be cause for termination and removal of NOA. 0 0 • 0000 .. . 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou4ty„P1prida, anc? followed by, the expiration date may be displayed in advertising literature. If any portion of the NUA is displ)a4hen it 11111• • be done in its entirety. 00000 . . :0000: .. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or it&&atributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12-0529.19 ia►taMWE COUNTY Expiration Date: August 30, 2017 0 • • • Approval Date: August 30, 2012 1 ,�V Page 1 Cury A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-19 Rev A, titled "Series Alum French Door w/ sidelitws (L. lyl, sheets 1 through 14 of 14, prepared by AL-Farooq Corporation, dated 05/07/12 and last revised on AUG 23, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2022-94 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum glass door w/ wo Sidelite, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-6749, dated 03/1212, signed and sealed by Marlin D. Brinston, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saftex clear & color interlayer", expiring on 05/21/16. F. STATEMENTS *see 1. Statement letter of conformance and letter of no financial interest, prepared bSc Al Faroeq.: - Corporation, dated 05/01/12, signed and sealed by Javad AhmA,-P • • • • • • 2. Lab compliance as part of the above referenced test report. "' : " 00 ' 0-0-00 0000.. .� 00.00. 0 0000 - - 000.. G. OTHER 000000 0 ••••• 1. Test proposal, dated 10/26/11 approved by PERA. •' •' 06600 .. .. 00 0 0000.0 0000.. .. . . . . 0 0000. -----. - .. 0000.. -0 0 0000 0.00 Lei! - Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0529.19 Expiration Date: August 30, 2017 Approval Date: August 30, 2012 E-1 TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (IC DOOR D845. LAMINATED GLAD FRAME WIDTH I LEAF FRAME WIDTH HEIGHT•(v••('� 41-1/2-137-3/4-1 88"j 85.0 7Q�% DOOR OPTIONS TYPICAL ELEVATION ( XX ) DOORS LOAD CAPACITY - PSF DOUBLE (IDC) DOOR DIMS. LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME E%T.(+) INT.(-) HEIGHT 79-1/2'137-3/4"1 88" 85.0 1 70.0 0A1RIFY4C*I•PUANC! WITH► EGRMGtJMIA•AHONS WHERE REQUIRED. NOTE: • • • • SH AND L MU SE • • • ODS•UF HU W,g�-ING • • • • •• • • • 6 • NOTE: • • • • i • • • • • GLASS CAPACITIES ON THIS SHERr ARE • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'E APPLIED Z MUNTINS USED SED O Egli SERIES 716 ALUMINUM FRENCH DOOR W/ SELITES ID o F APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. p SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES, 8 w o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE M W REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). A c% 1 B OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO Q w ' TRANSFER LOADS TO THE STRUCTURE. $ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO SASE MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO. _ rci 01 = ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS O ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 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 CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. c 1lrMIlY u � 'i N TMS NOA IS NOT VAUD WITHOUT CORPORATE SEAL I O OF CURV-,A-TECH COR120RATION AND A LASEL AFFO(ED. _N -O rA r. VAD. AHMAD I .0 _c GLASS D.L.O. DIMS. FLA E /70592• D.L.O. HEIGHT - FRAME HEIGHT - 11.687" I D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.750" S D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24'/2 drawing no. DOORS/SIOELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. AUG 2w W12-19 SHUTTERS ARE NOT REQUIRED, sheet 1 0114 l Unxw SIDELITE QPTIQNS •• ••• • • • • • •• NOTE: • • • • • • • • • MAX. PARTIAL ALUM CLAD PLYWOOS PANEL"T ft • • • • • FOR SIDELITE 38-1/4" WIDTH %3511 OH • • • • • • FOR DOOR 29-1/8" WIDTH X 3si1/4 • •• • •• • • • • • • • • • • • • • • • •• •• • • • •• •• iI tl �S wM! d• NUAA! - MhwlD�delfed6lt NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE 2. FRENCH DOORS WITHOUT INSECT SCREENS. Uqr JAVqqAWWDAHM LL SiJ ASS D.L.O. DIMS.p� ydggg D.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT - 11.750" D.L.O. WIDTH (LOW PROFILE SIDELITE) a FRAME WIDTH - 5.250" D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.250` D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 11.687" D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 13.750' , D.L.0. WIDTH (XX DOORS) m (FRAME WIDTH - 24'/2 II "' •' crowing no. W12-99 28 9/18° D.L OPG. (VENT) 28 11/18" VENT WIDTH SINGLE HUNG WINDOW INSTALLATION FOR ILLUSTRATION ONLY 31 CAPACITY - PSP• WINDOW WID ' 18GLASS 28 9/18- CURV-A-TECH D.L. OPG. (F) S.H. WOW. FRAME WIDTH UNDER SEPARETE NOA �(aa VrAi 65.0 70.0 �c 4 42' m� j i DOOR FRAME WIDTH SIOEUTE WIDTH 28 9/18° D.L OPG. (VENT) 28 11/18" VENT WIDTH SINGLE HUNG WINDOW INSTALLATION FOR ILLUSTRATION ONLY 29 1/8° 38 1/4' ALUMINUM ROLL FORMED CAPACITY - PSP• 2 DOW CORNING 995 3 m ' 18GLASS R • 7�6 iNwJL 60L amm dhGHT D.L.OPG. D.L. OPG. FRAME WIDTH 9 �(aa VrAi 65.0 70.0 43- 42' N DOOR FRAME WIDTH SIOEUTE WIDTH 8" 'r" � hJ 0 00 8" MAX. HEADNERS 3" ••• • 4 F 8 CORNERS � I I a SINGLE LEAF ➢t10R-," #ERAS 226 SiNge j3G WDW. INSERT • • • • • • • • • S.H. WINDOW DOOR Q % GLASS E�SHEET 5 • • • • • • • • • 5/16° LAM, GLASS NOTE: a R / DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) p WINDOW•IIMSHR? OP?TON • GLAZING DETAILS N O MAY BE INSTALLED WITH OR WITHOUT SIDELITES. SEE SHEET 4 FOR SIDEUTE CAPACITY. . 3 c Z ® \ N o F hAw. 'ip 7/1e' GLASS 7/8- LNd\INSUL 7/78° LAM. GLASS n t¢x� Q OR \ ORRTWL AL LAD 7/8° LAM. WSUL CLASS OR PARTIAL AWN CLAD PLYWOOD � 4 0 1/8" H.S. GLASS a M w a PlYW00D PANEL OPNG. SIZE \ 28-1/8" WIDTH MA1(. PANEI OPNO. SIZE 38-1/4" WIDTH MA)L SILICONE SEX IJIG AYER DOW CORNING 988 U M m t—C4 35-1/4° HEIGHT M47� 35-3/4" HEIGHT MAX BY 'SOLIRTA' AN" ALUM PANEL � � Nl 1/8° H.S. GLASS al Q _ 14 7/8° 8/8' PLYWOOD O� G SILICONE .080' ALUM PANEL DOW CORNING �,{ EG2i ? M SILL EAD ,b 895 U Ot 2 Stu - 29 1/8° 38 1/4' ALUMINUM ROLL FORMED CAPACITY - PSP• 2 DOW CORNING 995 3 m ' 18GLASS R • 7�6 iNwJL 60L amm dhGHT D.L.OPG. D.L. OPG. GLAZING BEAD 9 �(aa VrAi 65.0 70.0 39" LEAF WIDTH � hJ 00 TYPICAL ELEVATION ( XO SINGLE LEAF ➢t10R-," #ERAS 226 SiNge j3G WDW. INSERT • • • • • • • • • S.H. WINDOW DOOR • • • • • • • • • 5/16° LAM, GLASS PARTIAL ALUM CLAD PLYWOOD R WINDOW•IIMSHR? OP?TON • GLAZING DETAILS N O • . EAF (%) DOORS ECH S.R. WDA. INSERT CAPACITY - PSP• m ' 18GLASS R • 7�6 iNwJL 60L amm dhGHT PA RTIA AI•IM •LAD PLYWOOD lE3) .(+) IMT.(-)' 65.0 70.0 • • • • • • • • • • ••• • • • ••• • • EAW; JAVAD g \�A592•. SIT � �' n' Lth LOWER DESIGN PRESSURE OF SINGLE LEAF• DOOR 012 . drawi� OR S DELITEHUNG HALL CONTROL THEE ENTIRE �EM�BLY..'I�) 4."101 • W 12-19 sheet 3 of 14 'DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) OR DOORS WITH S10EUTES (SEE NOTE BELOW) WIDTH 1 ` SE WIDTH WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDEUTE TO SIDEUTE SIDE= TO DOOR W/O REINF. WITH REINF. W/O REM. WITEI REM. EXT.(+) WT.(-) EXT.(+) INT.(-) EXT.(+) [MT.(-) EXT.(+) INT.(-) 24 30 38 42 48 80 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 69.0 70.0 85.0 70.0 65.0' 70.0 55.0 70.0 65.0 70.0 85.0 70.0 65.0 70.0 65.0 70.0 58.9 81.3 58.9 81.3 56.9 61.3 58.9 61.3 24 30 38 42 48 84 65.0 70.0 65.0 70.0 69.0 70.0 65.0 70.0 95.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 89.0 70.0 65.0 70.0 85.0 70.0 89.0 70.0 85.0 70.0 69.0 70.0 89.0 70.0 65.0 70.0 58.9 61.3 96.9 61.3 58.9 81.3 89.9 81.3 24 30 36 42 45 90 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 88.0 70.0 95.0 70.0 65.0 70.0 65.0 70.0 85.0 70.0 85.0 70.0 85.0 65.9 65.0 70.0 65.0 85.8 68.0 70.0 60.,71 82.3 60.7 85.3 1 80.7 64.0 90.7 85.3 24 30 36 42 96 85A 1 70.0 BSA 70.0 1 85.0 67.4 1 65.0 70.0 65.0 70.0 85.0 70.0 615 612 65.0 70.0 61.3 61.3 65.0 70.0 572 57.3 85.0 70.0 53.7 53.7 65.0 70.0 53.7 53.7 65.0 70.0 24 30 39 42 65.0 70.0 65.0 70.0 832 83.2 BSA 70.0 89.0 67.8 69.0 70.0 98 0 98.0 85.0 70.0 575 57.5 65.0 70.0 53.7 53.7 BS.O 70.0 50.3 503 65.0 70.0 50.3 90.3 89.0 70.0 'DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH 1 ` L / GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE WIDTH WIDTH WIDTH WIDTH 1 ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION DOOR ODOR SIDELITESIDEUTE FRAME SIDELITE FRAME WIDTH WIDTH I WIDTH / All, J WIDTH WIDTH f WIDTH 16 R ( x0 ) ( 0X0 , ( X00 ) ( x0% ) d! Ox ( 0OX ) . StOELRE . DOOR FRAME SIDELITE . DOOR FRAME _ . SIDELITE_ . SIDEUTE SIDEUTE DOOR FRAME WIDTH WIDTH ell/ % \ SIDEUTE WIDTH F F' H G fi' i 0 ) WIDTH % WIDTH /% 1\ WIDTH 1 ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE I WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH f WIDTH 16 R ( x0 ) ( 0X0 , ( X00 ) ( x0% ) d! Ox ( 0OX ) . StOELRE . DOOR FRAME SIDELITE . DOOR FRAME _ . SIDELITE_ . SIDEUTE SIDEUTE DOOR FRAME WIDTH WIDTH ell/ % \ SIDEUTE WIDTH F F' H G fi' i 0 ) WIDTH % WIDTH /% 1\ WIDTH 1 ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE I WIDTH 16 R ( x0 ) ( 0X0 , ( X00 ) ( x0% ) d! Ox ( 0OX ) . StOELRE . DOOR FRAME SIDELITE . DOOR FRAME _ . SIDELITE_ . SIDEUTE SIDEUTE DOOR FRAME WIDTH WIDTH ell/ % \ SIDEUTE WIDTH F F' H G fi' i 0 ) WIDTH % WIDTH /% 1\ WIDTH 1 ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE I WIDTH WIDTH WIDTH WIDTH ^ Y? sheet 4 of 14 SIDEUTE WIDTH F F' H G fi' i 0 ) WIDTH % WIDTH /% 1\ WIDTH 1 ` L ( Oxxo ) REINFORCING SIDELITE TO SIDELII1y • • .0. •: • .0. ••• SIDEUTE TO DOOR ••• • • • • • • • • • • OTS: • • • • • • • i :FOR DWR6 CARACITIES SEE SHGE7 1. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. • • • • • • • :.o.: •• ••• • 0 0 ••• 0 • WIDTH I WIDTH WIDTH \ ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE I WIDTH WIDTH WIDTH WIDTH ^ Y? sheet 4 of 14 a1A1ffi1 oxxo0 ce ( OOxx0 fill / \ ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 100�� t 4 M"i . Ern JAVAO AHM ® CA,N 35382 • .' t o WN l� J SIDEUTE DOOR FRAME SIDEUTE SIDEUTE I WIDTH WIDTH WIDTH WIDTH ^ Y? sheet 4 of 14 o a1A1ffi1 oxxo0 ce ( OOxx0 fill / \ ` L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 4 ILAL=j . Ern JAVAO AHM ® CA,N 35382 • .' t a1A1ffi1 oxxo0 ce ( OOxx0 dM earar�T NOTE: = m orn GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)+ AND FLORIDA BUILDING COMMISSION < 4 DECLARATORY STATEMENT DCA05-DEC-219 Ern JAVAO AHM ® CA,N 35382 • .' t o B drawi� 6 To2012 W12-19 sheet 4 of 14 LOCK OPTIONS: ACTIVE LEAF: SURFACE MOUNT DEAD BOLT LOCK BY 'SULLIVAN & ASSOC.' AT 45' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 08-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND 88' FROM BOTTOM FASTENED TO LOCK STILE WITH g8 X 3/4' FH SMS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLWAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28° FROM TOP AND 12" FROM BOTTOM FASTENED TO LOCK STILE WITH g8 X 3/4' FH SMS (2) PER BOLT C \ W \ ACTIVE \ HINGES: ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) ®8-32 X 2' OH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 88' FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4' FH SMS (2) SCREWS PER BOLT ALUMINUM/ST. STEEL HINGES BY 'SULLIVAN & ASSOC. UINGE � LEAF AT Ii -1/8" FROM TOP & BOTTOM AT AN ST. STEEL HINGES REQUIRE BACK-UP PLATES ....... . .. .. • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE LEAF: 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 58-32 X 2' OH MS HEAT STREN'D GLASS .090" INTERLAYER SAFLEX PV8 BY 'SOLUTW r-3/18" HEAT STREN'D GLASS ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM - HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACNE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE i EAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 88" FROM BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4" FH SMS (2) SCREWS PER BOLT TEMP. GLASS /4" AIR SPACE WITH OPTIONAL MUNTINS 3/18' HEAT S1REWD GLASS .090' INTERLAYER SAFLEX PVB BY 'SOLUTW �\ � r-3/18' HEAT STREN'D GLASS DOW CORNING 995 SucDOW C � DOW C 27I: \ lnF \ / li 1s\ / 7 it i!it it \ 4 I i. I: ` 4 / 8 14 / 7/19" LAM. GLASS 7/8" OVERALL WSUL IAM. GLASS GLAZING OPTIONS 995 CIVIL FIA. In 7,_051)2 CAN. JnJu Jul •i1 e► BWIb' M1.daR'CeaTNO 2 2 2012 'a o drawingno' W12-19 1 1 / \ 1 / \ K CINE 1 I / ACTIVE ....... . .. .. • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE LEAF: 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 58-32 X 2' OH MS HEAT STREN'D GLASS .090" INTERLAYER SAFLEX PV8 BY 'SOLUTW r-3/18" HEAT STREN'D GLASS ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM - HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACNE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS INACTIVE i EAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 88" FROM BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4" FH SMS (2) SCREWS PER BOLT TEMP. GLASS /4" AIR SPACE WITH OPTIONAL MUNTINS 3/18' HEAT S1REWD GLASS .090' INTERLAYER SAFLEX PVB BY 'SOLUTW �\ � r-3/18' HEAT STREN'D GLASS DOW CORNING 995 SucDOW C � DOW C 27I: \ lnF \ / li 1s\ / 7 it i!it it \ 4 I i. I: ` 4 / 8 14 / 7/19" LAM. GLASS 7/8" OVERALL WSUL IAM. GLASS GLAZING OPTIONS 995 CIVIL FIA. In 7,_051)2 CAN. JnJu Jul •i1 e► BWIb' M1.daR'CeaTNO 2 2 2012 'a o drawingno' W12-19 9/18" MIN. THROW BOLT PENEIPATION 2" MIN. TH BOLT PENETRATION 18Y EWE DIST. WOOD 8UCK d.' TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • •• • • • • ••• • • •• •• • • • •• •• 20Y WOOD. BUCK OR WOW STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ro"'u N T. O� a mi $. Iz 1 .0 n Q8 P FOR SPACING _______ _ _ a Q�QgJ j I MWQ-DADS COUNTYCLIPD APPROVED 1 j 8 °� �` yt !ON SEE SEPARATE NOA j1 3 2 11 ------_''. U. Z s WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEY. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Py -155 KSI) FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRYn T•PICAUTANCHORS• • • • i • -SEE ELEVATIONS DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY FOR SPACING aN� 414 SIMS OR SEF DRILLING SCREWS (GRADE 2 CRS) ••• • • • • ••• • • • •• •• • • • •• •• 20Y WOOD. BUCK OR WOW STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ro"'u N T. O� a mi $. Iz 1 .0 n Q8 P FOR SPACING _______ _ _ a Q�QgJ j I MWQ-DADS COUNTYCLIPD APPROVED 1 j 8 °� �` yt !ON SEE SEPARATE NOA j1 3 2 11 ------_''. U. Z s WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEY. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Py -155 KSI) FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRYn x U a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M m DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY aN� 414 SIMS OR SEF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES U STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DICT N INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 29 INTO METAL STRUCTURE = 3/4" MIN. M•npyyy�y� owe Z CONCRETE AT HEAD. SILL OR JAMBS fc a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN, t►�diMi ANCHORS MAY BE HEX OR FLAT HEAD, SRALANTSs g ALL JOINTS AND FRAME CONNECTIONS SEALED WITH—� 'SCHNEE MOREHEAD 5504' SEALANT. a E.r. JAyAD AK 4 g CML FIA, 'PE y 70582 �° drowio AUG 2 biz DOOR DETAILS W12-19 anaet 6 0(14 • • • • • • • • • • • •• •• • • • •• •• 1/4' MAX. SHIM3 © ASTRAGAL FASTENERS O 1/4" MAX. Z $ /10 % 1/2' FH MS SHIM AT 1/4', 3/4' FROM ENDS 18Y TYPICAL ANCHORS 16 AND 12' O.C. MAX .WOOD BOCK 1 SEE ELEV.*AITIVE FOR SPACING LSAT* - W v � TYPICAL. ANCHORSSEE ELEV.FOR SPACING t9 t 7 O.L. OPO. 7 i.:• '.• it el U E STRUC LEAF WIDTHAL LOCK OPTIONS LOCK EE SHEET g DOOR FRAME WIDTH gI Z 8i 1/4' MAX. SHIM K $ pO 91 1/4' MAX. © O _ p 1 NN11 SHIM . 3 OPTIONS WOOD W 'O F TYPICAL 16 EE SHEET 5 ORLOCK M N SEE ELEV:'.'' : WOOD ST RE FOR SPACING ACTIVE LEAF INACTIVE LEAF EE NOTE KEET 1 ^ �I 3i 7 K O - 28 28 25 OMi S 13 13 n, IF c0o(�DF = 11 " $ .e C, 23 17 TYPICAL ANCHORS fa 7 D.L. OPG. 7 O.L. OPG. ORS ACING $ EXTERIOR LEAF WID LEAF WIDTH 0 • • • • • • • • • °�If/�xMty • • • • • • • •. • DOOR FRAME WIDTH • • • • • • • • • • • ••QI_�+rndpll O Ear: JY NAD •• ••• • ••• � • • ••• ••• _H Viµ8z ••• • • •• • • • • •• • • • •• • •• • • • • o drowinq no. • • • • • • • • DOOR DETAILS AUG rUG 9J.+ 9 2p 2 W12-19 ••• • • • • ••• • • eheel % Ofi4 • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL SEE ANCHORS ELEVATIONSWOOD EDGE DIST. ,BY BUCK °f �Q a .' EDGE OST. _ FOR SPACINGa.•'. N ..... I8� z 4 9/16- ACCESS HOLE TYP. ASa' Q O O CAULK V F W 3' 8 18 ��NF 18 rr - II i iI it ;, •I O II 1 11 11 1 , ae ae II 13 24 z QC . ^ - LED1 13 p_ - EXTERIOR v WO LEAF WIDTH M ' SIDELITE MOTH DOOR FRAME WIDTH Q N f$ FRAME WIDTH TYPICAL ANCHORS O 3 O 1� III •' SEE ELEV. 8 18 I: i. ij it : ii FOR SPACING - •WwPbillivMAgk is u i i u 1 --a 2 • • 4 • • • • 000 • EXTERIOR 8 D.L. OPG. � °c � © • • • • �--y� • • (moi±/) • • • D.L. OPG. • SIDELITE WIDTH .. DOOR FRAME WIDTH � HI-PROFILE SIDELITE a • LOW PROFILE SQ • • • • a }�} Engr. ,J A rdAO • flA. P60592 o n • CANI � } 9 • s. • a v. v, _ a •� .a • < .- '. • • . h : » • • a..• - �'� c •. - j EDGE DIST, TYPICAL ANCHORS Fa ELEVATIONS EDGE DIST. TYPICAL ANCHORS FOR PAACINGNS SIDELITE DETAILS aNaet of 14 pinnM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 1.750-1 .123 .318 �21,2.730=.979 (.17 045 .888 Z T- 1.750 Q • II II 4.187 4.000 0.312 1-2.093- �I 078 + See o 8 LLtLLJ TR to OUT R ,G$LAaSSS STOP 2.123 1 DOOR FRAME HEAD/SILL o 171 Ci Q .a .317 ® n $�I a.000 g o tzs 7 LEAF RAIL &STILE 1.012062 750 z.oDo �+ I I a ® II 1.750.las O 4 s �1.75o a 5/16' PN I Q J i� �L PIN I © 110 INNER GLASS STOP p+ 3.373 18 7/16" GLASS . O 6.250 3.000 s.000 'i pe 078 .703-�I H- 2.000Es luill, I I 9 CHAIR RAIL 1.750-J 0 INNER GLASS STOP U SIDEUTE TOP & BOTTOM FRAME t& MML ayss s NI-PR0nLE •078 t9 ALUMINUM HINGE 2.024 Q N fi 0.000 1.094 5-.125 .727 4 10-24 PER LEAF I M p • 4.500ti'rn z 1.875 1.750 17 ASTRAGAL ADAPTER .125 3.722 .082 .302 078 iYP. -f I I Li 2.072 77 �T- I I f/ YYY!]1i14�19LjL�IML�1M Q SIDEUTE TOP & BOTTOM FRAME 18 i 4.500 O LOW PROFILE2 FRAME COVER SIDEUTE ALUM REINF. I I q II 1.750 -1.750- 37 .00 ® I I • • • • • • • • 'pt -Bt 079 • • '• • • • • I e a .tat T'P. .1254 • • • • • • • • • @ STEEL HINGE o 4.000 4.000 4.188 .737 Fes- Ear ,Ip S •o g 1.875 • • • • • • • • P tiapidsea87 o C.ArN„ $ ••• • • • • • • • • • • .757 b-1.812 • • 000 • • . .0791.500 .787 drawing no. 0 G) ,z MZA DOOR FRAME JAMB SIDELTE FRAME JAMB SIDEUTE SUP ON J L AL NMENT BRACKET to SNAP COVER AUG 2012 Atli W Q • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • ITEM f PART B RBQD. DS4CItIPTTON MATERIAL 1NANF./b'UPPIIBA/R13lfARKB f C301 2/ AOR p00R FRAME HEAD/SILL 60$3 -TB - �.Wi 2 0302 2/ DOOR FRAME COVER 8083-T8 - r 3 0303 2/ DOOR DOOR FRAME JAMB 8083-T8 - Z 3 4 C305 2/ SIOEUTE SNELTTE TOP & BOTTOM FRAME 8083 -TB - S 0306 2/ SroElRE SIDELITE FRAME JAMB 8083 -TB - 8 0307 AS REOD. SITE SUP ON JAMB 8083 -TB 7 C308 4/ LEAF LEAF RAIL AND STILE 8063 -TB - a 8 CSiS 2/ SIDELITE SIOEUTE TOP &BOTTOM FRAME -LOW PPROFILE8083-TB 9 C318 AS REQO. CHAIR- RAIL 8083 -TB - 72 0314 4/ LEAF LFAF ALHLPWEM BRACKET 8083-T8 - N 13 1/8' % 1-1/2' 2/ HINGE LEAF & H1N6E BACK-UP PLATE 8083 -TS FOR ST. STEEL HINGE ONLY 14 C311 OU 4/ LEAF TER GLASS STOP (7/18° GLASS) 6063-T8 - 15 C310 4/ LEAF INNER MASS STOP 8083-T8 - �aM 13A 0313 4/ LEAF WNER CLASS STOP (WSUL. GLASS) 8063-T6 - LL��I�I�f 18 17 0304 0309 2/ DOOR SNAP COVER t/ LEAF ASTRAGAL ADAPTER 6083-T6 8083 -TB - - 18 AS REDO. SIDEUTE REaVF. CHANNEL 300ALUMINUM14 - W'1 F VINYL O 79 FD -701 3/ LEAF HINGES ALUMINUM SULLIVAN k ASSOC. 19A CH -108-85 3/ LEAF 4-1/2' X 4' HINGES ST. STEEL SULLIVAN 8 ASSOC. 22 B10 % 3/4' 3/ CORNER FRAME ASSEMBLY SCREWS SNS 23 +10 X 1/2' 11/ HINGE ALUM HINGE INSTALLATION FASTENERS FH SATS 23A 1/4-20 X 1/2" 8/ HINGE ST. STEEL HINGE INSTALLATION FASTENERS ST, STEEL FH SMS 24 AS fiE00. 3/8' DIA THREADED R00 STEEL AT TOP AND BOTTOM & CHAIR RAA aO Ko 28 E22318KN AS REGD. ASTRAGAL W'STPoPPINO - ULTRAFAB 3 28 F24818KN AS REGD. BULB W'5TRIPPINC SANTOPRENE EPDN C WO 27 0317 AS REQp. GLAZING WEDGE SANTOPRENE CENTRAL PLASTICS V U M Si > RA g� �iWwMtr 00*0 MrW N •• ••• • • • •• •• VCr&J0, 73� • ••• • ••• • • C N yQ +� n se 00 • • • • • • • • •• • drawing no. • • • • • • • • ANY , 2012 W12-19 • • • • • • • sheat 10 of 9 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • • 0 28 AS READ. BULB W STRIPPING VINYL - • 0 �c a (— 05-07-I2 3/a. m ,. !v m. er• Iwwo ERIES 735 ALIBI FltE1dCA DOOR W/ MOM (LILL CURV--A—TECH CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL (305) eee-say) FAX. (905) M-as59 MFG A4FAR000 CORPORATION a EN6WEERS & PRODUCr DEVELOPMENT r 1235 SW. 87 AVE r MIAMI, FLORIDA 33174 TEL- 005)264nW FAX MW 262.6978 • ••se• • •0so0 s 0 • sees• sees • • 0100 • sees• • • • • FRAME HEIGHT LEAF HEt[ifl' MAX. S.H. WDIDOW HEIGHT - 47 15/18' EXTERIOR O D.L OPG. O D.L OPG. O 77777- ------------ - ------- ------- j' ®i I(�)j I •v• p ♦-- - ♦v� - 'v N m N V m D D D • N • sees • •• • • • • VENT HEW • �O'�� 9000•• • • • �> 1/4• �• any •�11 • • • • • •tai( • • • • �p% • • EXTERIOR • � a a sees ri N g py� A O D.L OPG. a � r Sc p <�>) - N- i In a t3 •O �+g n o. eatx p�p7_ty revisions• T `z 3 no escr on SEPoES 715 ALUM FREN(1 ODOR W/ 90E1(IES (ULL) AL-FAROOQ CORPORATION _ N �. ®o « 3/e• . 1- aezzt1 RLN. vQe w cmawm Cti —A—TECH CORPORATION aGINEEFW a PRODUCT DEVELOPMENT423 r 0 ° 930 W. 23rd STREET MIAML LORID 3 TC o, � �• •f: H/y1D MIAMI, FLORIDA 33174 UM. FL 33010 TEL (305) 264 ft0o FA)L C3 22-6978 ? ° °M• MUM. (305) 888-9631 FAX. (3W) 88g-9469 COMP-ANL\272-19CTC • , I • 1/4" MAX. CURV-A-TECH S.H. WOW. SHIM ® 3 VENT WIDTH UNDER SEPARATE APPROVAL O a 0 TYPICAL. ANCHORS 19 SEE ELEV. • 18IF J FOR SPACING �� 26 1 18 24I 11 A YY. • IIt 13 •p IL g a a. .. 0 23 19 3A D.L On. D.I.. OPO. MAX. WWDOW WIDTH = 31 8/18' SDELITE WIDTH bf TYPICAL ANCHORS MAX. LEAF WIDTH . 39" LOCK OPTIONS SEE FOR SPACINQ FRAME WIDTH SEE SHEET 9 z 0 1/4" MAX. SHIM O 3 PARTIAL ALUM CLAD PLYWOOD PANEL O 18 y Si ZZZ5555 t--- �. O tj - 18 S�M - 11 11 F D Lh N _ 26 13 24 1 II h � p 'a• o II O MAX. LEAF WIDTH 39" SIDELITE WIDTH ° 19Y WOOD BUCK FRAME WIDTH u � tRK E ly��•�y��/,l� �gwptyhigMf�tl� •• ••O • f • • • i• {gyp c N • • • • t • • FTA PE>1.7dTi>32 • • • • • • • • • • • • . CAN.. dr°w(ng AUG'? 2 2012 W12-19 ••• • f ••• • sheet 13 of 14 ••• • • • ••• • • —2.050- 082 .050082 12M 812812 1. FRAME HAD 1A C-3001 6053-T5 E4—n62—ts9a 1.094 �I 1.046 L FIXED MEETING RAIL OC-3004 0-300B 984 1.062 .082 �-I 1.500 -tet 1.312 SASH TOP RAI O C-3005 6063-T6 1: 1.824 t.08� 2 .082 1.600 .812 SASH BOTTOM RAIL O C-3008 8093 -TB mm 0 PART s QUANTITY DSBCPMICN MATBRLIL MANUS./SUPPLISR/RSMAW 1A C-3001 1 FRAME HEAD 6063 -TB 2A C-3002 i FRAME SILL 6063 -TB - 3A C-3003 2 FRAME JAMB 6083-76 - 4A C-3DD4 1 FIXED MEETING RAIL 6063-T8 - 5A C-3005 1 SASH TOP RAIL 8063-T6 - BA C-3006 1 SASH BOTTOM RAIL 6083 -TB - 8A C-3007 2 SASH SIDE RAIL 6063-T5 - OA ®8 X 1' AS REOD. ASSEMBLY SCREWS - P.H. SMS 10A C-3085 4/ VENT FACE GUMXES 3' FROM ENDS NYLON - 11A C-3009 2/ VENT SASH LATCH AT 6-1/4' FROM ENDS 8063-T6 WITH S.S. LEAF SPRING 11.1 SB X 3/4' 2/ LATCH tATCH INSTALLATION SCREWS - F.H. SMS 12A 3017-0 AS READ. FIN SEAL PILE - ULTRAFAB 13A C-3011 AS READ. BULB WEATHER STRIP. DUROMETER t70 SHORE A VINYL CENTRAL PLASTICS 15A _ AS REOD, ALUM GLAZING BEAD ALUMINUM ROLL FORMED IdA - 2 BLOCK k TACKLE BALANCE - 5/8' BOX. GLANCE SYSTEMS OR EQUIV. .082 2.173 .• • • • 750 • • • • • T—L 2.082 -q 1.728*- • • • • • • • • O 600002 83-75 .OB 1.014 1 �O621.082 � 2.000 •. • • • • • • .082 .812 I • t • • • • • t 7-7 �2.062�1 • • • • • FRAME JAMB O C-3003 6063-T5 is � • • • •••�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 %' CURV-A-TECH S.M. WDW. SERIES 925 UNDER SEPARATE APPROVAL q, -=AHmAG FIA. PE / P08Q2 CAN. 1856 y drowing no. W12-19 a M IAP410"E MIAMI-DADE COUNTY EMN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera Pino's Window Corporation 6860 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/07/1995, with last revision D dated 02/20/2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Count 3;.Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resisthnt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. 000000 INSPECTION: A copy of this entire NOA shall be provided to the user by the nue'afturer or rs• • • distributors and shall be available for inspection at the job site at the request of thg JJuilding OMW? This NOA renews NOA # 08-0514.10 and consists of this page 1 and evidence pago &J, as well as approval • • document mentioned above. 09000800 • ThUtrera, P.E. .... .... e submitted documentation was reviewed by Carlos M. • *% see • •••••• NO.li4+i;A2-0314.®;•:0 ExpimthmsDate: March 28,2017o: %2. Approral Dahl •Jpoy 12, 2812 • • • Pacool• Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/07/1995, with last revision D dated 02/20/2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 08-0514.10" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report No. FTL-5562, dated 03/29/2008, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor and mullion calculations, prepared by Al-Farooq Corporation., dated 01/30/2012, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 07-0322.12" 2. Anchor and mullion calculations, prepared by Al-Farooq Corporation., dated 02/24/2007, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Al-Farooq Corporation, dated 01/30/2012, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 08-0514.10" 2. Laboratory compliance statement issued by Fenestration Testing Laborltcx3+! Inc., dated 03/29/2008, signed and sealed by Carlos S. Rionda, P.f. • • • 0000 • • • • ; • .. ... 0000.. • 07 02 !z :0000: •.... •CarlosA jXrera,p,6,. .. AWuct Cggtrgl Exarojgft. • ..%.' N0% Vb.12-03 it1.4Z .. Expi7jatlga Date: March 28,201%* Aporayal Date: July 12,141.2:. E-1 .0000. 6.000 L Ll 2.000--1 MULLIONS_ CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING A1 MULLIONS 6083-T6 MIN. . . . . :o: . . . . . •• •. . . . •• .. ... . . . ... . . ANGLE CLIP (8083 -Ts) .656 l85 TYP. am L,--.11 P.000—q 4.656 MULLION CLIP (8083-T8) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. A56 .185 TYP. 1.750 L— H MULLION CLIP LEGS REMOVED TSULAR ALUMINUM T JG MULLION PROPERTIE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENIS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL COVERING (STUCCO, TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TOMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DAOE COUNTY APPROVED .•'FLIgWEM� 71�s)2 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. ti CA:It u owspliftwimea llibeft Aocqfttw NO Q91y Mpr•&IclOunL•I Z Igo 89 h A - �0b a drawingno. M95 -18A1 INSTRUCTIONS: • • • • • • • • • *USE %WITS AND GRAPHS AS FOLLOWS. • • • • • • • • • • • • • SiEp• 1 O)MINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • • .FOR FWATICULAR OPENING. • 'c��c�roo • • • e�i %SE 6QA%S2E COUNTY APPROVED GLAZING PRODUCTS • • • • • • • .51EE:2 •MEESIRfi ABOVE LOAD REQUIREMENTS. 't STEP USE CONNECTION TO MULLION AS PER PRODUCT ' APPROVAL. t • • • • USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH /GTEP 4 ONSIAN RNt ING MORE THAN DESIGN LOAD SPECIFIED t • • • • • ON STEP01 ABOVE. • • • • • • • USI CHIIIt TYPES ON SHEET 4, AND ANCHOR GRAPHS t • • • • • • • • • • gp•5 lbN 3 SELECT ANCHOR TYPE WITH DESIGN RATING • Ids �IE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. . . . . :o: . . . . . •• •. . . . •• .. ... . . . ... . . ANGLE CLIP (8083 -Ts) .656 l85 TYP. am L,--.11 P.000—q 4.656 MULLION CLIP (8083-T8) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. A56 .185 TYP. 1.750 L— H MULLION CLIP LEGS REMOVED TSULAR ALUMINUM T JG MULLION PROPERTIE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENIS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL COVERING (STUCCO, TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TOMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DAOE COUNTY APPROVED .•'FLIgWEM� 71�s)2 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. ti CA:It u owspliftwimea llibeft Aocqfttw NO Q91y Mpr•&IclOunL•I Z Igo 89 h A - �0b a drawingno. M95 -18A1 N Q. 0 z u H In 8 ITRIBUTARY WIDTH - INCHES m 2" x 4" x 1/8' TUBE MULL LL U. a 2 u H N a TRIBUTARY WIDTH - INCHES • •• •• • • • •• •• N a J z 0 N W TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a N a 0 J z 0 H N O — — -- ...... 4rV Lc j" z pa Q wL w2 ARCHES TO eE wSCRIDEO � a INSIDE RECTANGULAR SHAPE 3� HOIeZONTAL MULLION VERTICAL _MILLION GRADING PRODUCT GLAZING PRODUCT PRODUCT � PRODUCT Z Lc j" z pa Q wL w2 ARCHES TO eE wSCRIDEO � a INSIDE RECTANGULAR SHAPE 3� HOIeZONTAL MULLION Q z g O �w W a cu .au vu au ou iu au m TRIBUTARY WIDTH - INCHES I MULLION SPAN 0nPn TYPICAL MULLION ARRANGEMENTS i 9 z WIDTH (W) - wL 2 Z m Q to 2 NOTE: Q. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED teallm � VERTICALLY OR HORIZONTALLY. g < m v mAk%scx• (INTERPOLATION .BETWEEN WIDTHS ALLOWED) Aoav� �7 r. aAVAD AH + By j��� I GMT,, MM•d CgAtiof FlA PE g 763F2 ro drawing no. [- 1VIULLI ONS M95 18A FEB 2 ` 2012 sheet a at a GLAZING GLAZING PRODUCT PRODUCT Q z g O �w W a cu .au vu au ou iu au m TRIBUTARY WIDTH - INCHES I MULLION SPAN 0nPn TYPICAL MULLION ARRANGEMENTS i 9 z WIDTH (W) - wL 2 Z m Q to 2 NOTE: Q. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED teallm � VERTICALLY OR HORIZONTALLY. g < m v mAk%scx• (INTERPOLATION .BETWEEN WIDTHS ALLOWED) Aoav� �7 r. aAVAD AH + By j��� I GMT,, MM•d CgAtiof FlA PE g 763F2 ro drawing no. [- 1VIULLI ONS M95 18A FEB 2 ` 2012 sheet a at a TRIBUTARY WIDTH - INCHES ie en�rumc Tvec o 9IL 3 U H F• • • 20 25 30 36 40 46 60 55 60 65 70 7S 80 TRIBUTARY WIDTH - INCHES . % .. . • • .. .. J 9 1A 7 TRIBUTARY WIDTH - INCHES I _ a TRIBUTARY WIDTH - INCHES to z III z �o ill I I%, I I 111 .2 o zBiA � 3z� Z�bM sr 1devlFawtd�l 0 9 no REUNION. 111.616 IIiii 1aS,:� 111 All k1,`, F• • • 20 25 30 36 40 46 60 55 60 65 70 7S 80 TRIBUTARY WIDTH - INCHES . % .. . • • .. .. J 9 1A 7 TRIBUTARY WIDTH - INCHES I _ a TRIBUTARY WIDTH - INCHES PRODUCT �OCAL ON PRODUCT ANCHORS A. A1. 8 OR i RODUCT to z O F z �o ANCHORS TYPE HORIZONTAL MULLION A. 8 OR C A. BOR TYPE ARCHES TO BE INSCRIBED G k 3 INSIDE RECTANGULAR SHAPE CI PRODUCT �OCAL ON PRODUCT ANCHORS A. A1. 8 OR i RODUCT to z O F NG GLAZING PRODUCT PRODUCT L MULLION SPAN ANCF(ORS TYPE J ,,Tj A,BORC TYPICAL MULLION ARRANGEMENTS to z O F WIDTH (W) = wt + wrt w ED 8a z zBiA � 3z� Z�bM sr 1devlFawtd�l 0 9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER g LOCATIONS AT HEAD, SILL OR JAMB ENDS. 9 FOR ANCHORS DION SEE SHEET 4. m (INTERPOLATION •'WIDTHS OR SPANS ALLOWED) ` C AHA AO ,Y g droW -. ANCIIOgZS M95 -18A FEB 2 2 2012 sheet s a ULTRACON E ANCHORS TYPE 'B' 4 ° .1/4' 0 IILTRACON ' .°`C.A.N. LIL'� 2/ ANGLE 2 % 2 % 1/8" 343sG9,92 ALUM AN •CLI9.ANGLE TO MASONRY 2X2%1/8' ® 14 s.M.s, .. . 2/ ANGLE 8 1/4' DIA. ULTRACON o. PRECAST CONE. 1-i/2' MIN. EMBED SILC ---.--•---� - " - 8 A.. '•a' PRECAST CONC. $IlC - 3/ ANGLE ' < G IAnImM 1/ ANGLE e " 1BY OR 2BY IULLION w000 suck 2%2%1/a' ALUM ANGLE ' 2-5/8' LONG I s 1 p I 4e I I I - 1.500 4 MAX. A I ANCHORS TYPE 'A2' ANCHORS TYPE 'C' 0DA BUCK .°`C.A.N. LIL'� TTO A 343sG9,92 ' • '. . • OA: • • • -19 1 G P 3/y 1'IINr4• • •CLI9.ANGLE TO MASONRY 2X2%1/8' .. . ALUM ANGLE 8 1/4' DIA. ULTRACON o. PRECAST CONE. 1-i/2' MIN. EMBED SILC .. - " - 8 A.. '•a' PRECAST CONC. $IlC - 3/ ANGLE ' 1/ 1/ ANGLE rl LTRACON MIN. EMBED 2/ ANGLE MULLION ° CQNCRETE OR MASONRY BLOCKS 2%2%1/8' ALUM ANGLE 3-5/8" LONG "4 I a I I ° 150 e4 mi p�goi s • 1/2' MAX. g v -- O a FLOATING MULLION CLIP OPTION FOR 1BY TUBE MULLIONS i VERTICAL OR HORIZONTAL In K1L F O 3° 1PERRCLIP O w w TUBE MULLION to �{ Q Z to 1 - _ _ THIS SCREW CAN BE " I I ti n INSTALLED IN EITHER DIRECTION �I IU Llj 1.500 I 1 MULLION MAX' 112 TEKS I 1 (2) ON ONE SIDE j j TUBE MULLION (1) ON OPPOSITE SIDE ! ULTRACON BY 'ELCO' (Fu.t77 Ksl. Fy-m Ks) ANCHOR DETAIL #1 INTO 2BYtlWOOD BUCKS OR WOOD STRUCTURES 2 % 2 %t/a' 2 % 2 % 1/8' 1-3/8" MIN. PENETRATION INTO WOOD '� �• � • • • • 1 •! ALUM ANGLE p 14 S.M.S. / 14 S.M.S. THRU 1BY BUCKS INTO CONC, OR MASONRY y �• •• • • • a�• i •2/ ANGLE i r ---t.500 ----V 2/ ANGLE 1-1/4" MIN, EMBED INTO CONE. OR MASONRYIN.AceeptaoaeNo� • • • • • i • • • • ; • NOTCH ANGLES TO MIN. I NOTCH ANGLES TO ANCHOR EDGE DISTANCES: ' By I 1 1 M� MARBLE SILL i i 1 MISS MARBLE Sal. INTO CONCRETE AND MASONRY = 2-1/2" MIN. ' MIva1 Prot11M (A71• OR TRIM 4 i I I OR TRIM INTO WOOD STRUCTURE = 1" MIN. BS 5� INTO METAL STRUCTURE = 5/8" MIN, qyl(•; • • .°`C.A.N. 343sG9,92 ' • '. . • OA: • • • -19 1 G P 3/y 1'IINr4• • ° e .. Q2-17g� MIN. - ° 8 1/4' DIA. ULTRACON o. PRECAST CONE. 1-i/2' MIN. EMBED SILC .. - " - 8 A.. '•a' PRECAST CONC. $IlC 1/4' DIA. ULTRACON 1-1/2' MIN. EMBED WOOD BUCKS NOT BY PING WINDOWS ' 1/ 1/ ANGLE MUST SUSTAIN LOADS IMPOSED. • • • • • • • • • • • •• ••• • • • • •• •• ••• • ••• • • p `H N C � drawing no. M95 -18A sheat 4ot 4 MIAMI.MIAMI DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 l: (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wsyw.mian1idaA t.gov/economy Universal Impact Windows & Doors, Inc. 1675 West 31" Place Hialeah, I -L 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Rebecca Aluminum Horizontal Sliding Window -Impact APPROVAL DOCUMENT: Drawing No. W99-63, titled "S -Rebecca Coastal Horiz. Rolling Wdn=. (L.MJ.)", sheets I through 7 of 7, prepared by Al Farooq Corporation, dated 09/01/99 with revision E dated 02/27/12, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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, model/series, 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 andAWbas been no change in the applicable building code negatively affecting the performance ofi�a Pi°duct t• • • • • • • • • .. TERMINATION of this NOA will occur after the expiration date or if thele hasdbeema revisions Of change..:. in the materials, use, and/or manufacture of the product or process. Misuse of this 4@9k as an endorsement • . 0000. of any product, for sales, advertising or any other purposes shall automatically trfthI tote thi,%NOA. Failure • to comply with any section of this NOA shall because for termination and removar of NOA. *` 0000.. ... 0000. ADVERTISEMENT: The NOA number preceded by the words Miami-l,.Cotunty; ��ityfda, app}.... followed by the expiration date may be displayed in advertising literature. If ffy-portion of the NOA is . displayed, then it shall be dome in its entirety. ' • • • see*:* 00.00. INSPECTION: A copy of this entire NOA shall be provided to the user ty the. manufacturer or etc...: distributors and, shall be available for inspection at the job site at the request of the Building 4fft"l • This NOA renews NOA # 12-0604.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 13-0514.16 )» Expiration Date: May 12, 2018 Approval Date: August 1, 2013 B Page l Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Thawing No. W99-63, titled "S -Rebecca Coastal Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 09/01/99 with revision E dated 02/27/12, signed and sealed by Javad Alunad, F.E. (Submitter) raider previous NOA#12-0604.1 S) 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 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an (OXO) aluminum sliding glass window, prepared by Fenestration Testing Lab., Test Report No. FTL — 5260 (07029) dated 07-02-07, witnessed by Carlos S. Roinda, P.E. (Submitted underprevious NOA# 08-0506.08) 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 and TAS 202-94 along with marked -up drawings and installation diagram of an (OX) aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 2308 (99028) dated 07-15-99, witnessed by late Gilbert Diamond, P.E., reviewed & signed and sealed by Jose D. Mitrani, P.E. Test report was'fdViewed & revised by addendum letter dated 09-08-99, signed and sealea.by Ipse Di Mi* ani, PRO ; Test report further was reviewed & revised by addendum lettw AaVd 04.%4-40, signpd.. ; . and sealed by Aldo P. Gonzales, P.E. 0 0 (Submitted under previous NDA#991116.04 & 03-0401j" -Test Gp►tdArlecl per PA201, 202, &203-94, now classified as TAS201, 202, 2034F..::. "" ""' ... 0000. • 0 • • • •• •• •• • 0000.. C. CALCULATIONS *00000 0 .' 1. Anchor verification calculations and structural analysis, cosnpfying wi b Xr.0-20 A, • % • prepared by Al-Farooq Corporation, dated 05/31/12, sighed .and sealed bey Jav:4 0.: Ahmad, P.E. (Submitted under previous NOA # 12-0604.15)' 0 01; ' 2. Glazing complies with ASTM El 300-04. ' Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 13-0514.16 Expiration Date! May 12, 2018 Approval Date: August 1, 2013 E-1 Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 4. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their "Saflex Clear and Color Glass InterIayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated May 9, 2013, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 2, 2012, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subrnitied under previous NDA # 12-0604.15) 3. Addendum letter to test report FTL2308 dated 09-01-1999 and 04-18-2000, issued by Fenestration testing laboratory, both signed and sealed by Jose D. Mitran, P.E. (Subinitted under previous NOA# 08-0506.08) G. OTHER 1. Notice of Acceptance No. 12-0604.15, issued to Universal Impact Windows & Doors, Inc, for their Series Rebecca Aluminum Horizontal Sliding Window -Impact, approved on 09/06/12 and expiring on 05/12/13. • • • • . . 0000 0000.. 0000.. 0000 .0000. 0000.. .0000. 0000 0000 . . 0 0 0000 0000 00.00 0000.. 09 . 60000 9 . . . . 00 9. 9. 6 9996.0 600.6. 0 00 . . . 6 ..0900 .6.... 0000.. . .. 9 . 0000 . . Ll Jaime D. Gascon, Ek) Product Control Section Supervisor NOA No. 13-0514.16 Expiration Date: May 12, 2018 Approval Date: August 1, 2013 E-2 Sa SERIES REBECCA COASTAL ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE '•' ADOL ANCHORAT KV COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WIG SIXE SEE SHEET 33 ENDS WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 3• LOWER DESIGN PRESSURE FROM WINDOW%@R IdUbldON•APRROVAi • •• • WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • ji D1 II j 'I D1 •• • •• • - •11T}tE•• THIS PRODUCT HAS BEEN DESIGNED AND TAW TO CQMPiY•• WJTH • • • REQUIREMENTS OF THE FLORIDA BUILDING l?LITE INKNINNG Hft VELwm • • • • HURRICANE ZONE (HVHZ). 11 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER VENT WIDTH LOADS TO THE STRUCTURE. .1� ANCHORS SHALL BE AS LISTED. SPACt AS S949 ON DFIATI.S. A�(C" • • • • • • EMBEDMENT TO BASE MATERIAL SHALL & ,PEYO WALL O Q'PR •STUCCO• • • • ANCHORING OR LOADING CONDITIONS ObT :H0Wtt TAE% Afig • � &4 %A[4 NOT PART OF THIS APPROVAL • • • • • • A LOAD DURATION INCREASE 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 THE FLORIDA BLDG. CODFOS£CTIDN 200!.8.411 • • • • • • • • • • • • • :e: • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 OE APPLIED '•' ADOL ANCHORAT KV 10" MAX WIG SIXE SEE SHEET 33 ENDS MTC. SnLE FOR CAPAC[IY 3• 1 _ 13 3/9- ji D1 II j 'I D1 HEAD/SILLSILL A I t FIX UTE I APPLIED 1 II II 1 _ 28 3/8• ji D1 II j 'I D1 O.L OPG Il 11 11 Il H II 11 VENT WIDTH II II 1 tt II II � II II II APPLIED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT RENEWED as camplytug wilb Ibe Ffuridl, Ituldlag Cade Aceeplawe Na 0—D ISI. 6 't,x a Date Z a $ (ny,_ (Il)Iami Oade Praducl Can J PROOUCf REVISED s eomplytng witb the Floridt bufdlagCade tL^Do U Acecptaate No Es a to 5 IZ MIAMI Ade Pradacl*wdr 0 O V0 <4 00 ^�<iE Browing no. W99-63 1 47 1/4• 28 3/8• H O.L OPG 30 3/4• VENT WIDTH VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT RENEWED as camplytug wilb Ibe Ffuridl, Ituldlag Cade Aceeplawe Na 0—D ISI. 6 't,x a Date Z a $ (ny,_ (Il)Iami Oade Praducl Can J PROOUCf REVISED s eomplytng witb the Floridt bufdlagCade tL^Do U Acecptaate No Es a to 5 IZ MIAMI Ade Pradacl*wdr 0 O V0 <4 00 ^�<iE Browing no. W99-63 DESIGN LOAD CAPACITY - PRF (%0 OR - St=) WINDOW MIS. A OLA88 TYPE 'A' GLA8.9 TYPE W.(+) I IM.(-) EXT.(+) 'D' HNT.(-) WIDTH I HEIGHT 20-1/2• 37' 53-1/8• 7$ 3 100.0 150.0 100.0 150.0 4 700.0 150.0 toxo 150.0 0 100.0 150.0 100.0 150.0 8 100.0 150.0 100.0 150.0 26-1/2• 37' 53-1/8' 74' 38-3/8° 3 100,0 190.0 100.0 190.0 4 100.0 100.0 100.0 150.0 0 100.0 150.0 100.0 IWA 8 100,0 127.3 100.0 150.0 28-1/2' 37•4 53-1/-5/8. 0• 74' 3 100.0 150.0 100.0 150-0 100.0 150,0 100.0 150.0 8 100.0 114.1 100.0 12&1 8 85.8 85.0 100.0 108.9 83-1/e 74• 50-8/8' • 7 - - IOU MGM + 9 100.0 W&3 28-1/2" 37'83' .ELI/a- 3 10DA 150.0 100.0 150.0 4 100.0 119.5 100.0 119.5 0 87,8 87.5 90.7 90.7 28-1/2' 37' 83° • 5 100,0 180.0 100.0 150,0 • 4 - - 100.0 122.7 24' 30' 48' e0' 7r 24' 2 100.0 150.0 100.0 150.0 4 100,0 150.0 100.0 150.0 8 100.0 150.0 100.0 150.0 0 100.0 150.0 100.0 150.0 8 100.0 1504 100.0 150.0 24' 38' 48° 80' 72' 38° 2 10D.O 180.0 1 100.0 150.0 4 100,0 150.0 100.0 150.0 5 100.0 150.0 100.0 MGM 8 1�A 150.0 100.0 150.0 8 100.0 140.1 100.0 150.0 24' 35' 48' 00• 72• 48• 2 _100.0 150.0 100.0 150.0 4 100.0 150.0 100,0 100-0 8 100.0 1382 100.0 144.4 8 100.0 111.9 100.0 127.8 8 1 97.9 97.9 100.0 119.1 24' 38' 48' 1-0 1504 - 100.0 150.0 W3- - 100.0 150.0 - 100.0 150.0- 100.0 150.0 24' 30• 138.7 100.0 138.7 130.1 fOR01 tRT•.•80• W21 104.3 0.0 10480' 81.5 89V 5917•72• 71.3 24' 30' 49' 80' 724 80' • 3 100.0 150.0 100.0 150.0 • 5 100.0 150.0 100.0 1 150.0 • 7 100.0 105.3 100.0 140.8 • 7 - - 10& T20.0 • 9 - • 100.0 107.1 v GLASS CAPACITIES ON THIS SHEET ARE M� BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Z DECLARATORY STATEMENT DCA05-DEC-219 O 164 Ox ii ti APPROVED CONnGURATION� CA gggyyy GLASS WIDTHS TO BE EQUAL ON MOV= AND FIXED LITES Q dT h 0 V ol O O 1/8° ANNEALED CLASS 1/8• HEAT STlEN'D GLASS yy 0.10" INTERLAYER 0.10" MI77BAWR ' SAFETY -PLUS 0 BY 'CIASSLAM' SAFETY -PWS H BY 'GLASSLAM' 1/8' ANNEALED GLASS 1/8' HEAT STREN'D CLASS_ S fL M ' SILICONE SIUCCNE 3 DOW CORNING 995 z DOW CORNING 995 M Ci 13 m 13 tn m m $ Zr,� CLOSED CELL FOAM PAD 2 CLOSED CEL_ FOAM PADGLAZIrn Y 23LAZING T 1/2° XCt/8" X 3/4" LONG �I 2 TAPE11/2'-X 1/88'' X 3/4' LONG j(�II('�,�j''jl�'I�'- 12 PER LITE 12 PERLITEIE U I I ' U, f ISI` ll BA A - NO. OF ANCHORS PER J31 1• • ' • • • = ADDL ANCHOR AT MTG.4=LEe9M • • • • • • • • • • • • • • • &EAVY• tDi1T}6 MTG• STILES • • . • • • . •. . ... • .. .. . . • • ••. . . . ... . • GLASS TYPE 'B' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE o m & FOR WINDOWS WITH APPLIED RISER AT FRAME SILL n FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF' °e SEE DETAIL ON SHEET 4. Ergr. JAVAD p19dAD I !IROWiCT RENEWED FIA. L9: CIV170592 PRODOCrREVISEDAs W-pl14n8 With the Florida C.A.N. 3030 Bs emptying� the FbrW>,'b"as CodeAccap/acreNo !3-OS/yL!(o Aec4PtaaeeNo12-0.8 •I Jia n Date S f,1c a le L t5 -t drawing no. MIA tof DadeProdactControl rf0OW"eP"Jou"" W99-63 Imy DEMON I.0AD CAPACYPY - PSF (XOX S12318) WWOIY DIMS. A CTABS 'C', D', 'R' EXT.(+) TYPBS & 'F' INT.(-) WIDTH HEIGHT 74' 108-1/4' 711' 26" 1n 1 0.0 710.0 4 110.0 -fl-=.- 110.0 1. 108-1/4" 111' 39-3/9' 8 90.0 110.0 10 90.0 110.0 10 90.0 110.0 74' 108-1/4' 111' 50-5/8' 8 90.0 110.0 10 90.0 110.0 I 10 a" 110.0 74' 108-1/4" 111' 63" 8 90.0 97.1 10 75.3 75.3 t0 74.1 74.1 74" 106-1/4' 111" 63' • 10 90.0 110.0 • 12 90.0 110.0 • 12 90.0 t]a0 72' 84• 96' 108" 24' 7 90.0 110.0 8 90.0 1]0.0 10 00.0 110.0 10 90.0 110.0 72' 84' 98' 109" 38, 7 90.0 11&0 a 90.0 110.0 10 90.0 110.0 10 90.0 110.0 72• 84• 96 log" 48, 7 90.0 110.0 a 90.0 110.0 10 90.0 110.0 10 1 90.0 110.0 72 84' 98• 108' 60, 7 90.0 99.8 8 90.0 91.1 to 85.3 85.3 10 1 81.6 81.8 72 84' 111. 108" fi, • 9 90.0 110.0 • 10 90.0 110.0 • 12 90.0 110.0 • 12 90A 110.0 A= NO. OF ANCHORS PER HEAD & SILL • = ADDL. ANCHOR AT MIG. STOE ENDS a 6 STD. MTG. STILES • • OPERATING VENTS TO DE 1/4 TO 1/3 OF THE WINDOW WIDTH WITH MAX D.I.A. WIDTH AT FOXED LITE AS SHOWN ABOVE. HEAT SWWO GLASS 090" KIERiAYER SAFLEX DIG BY 'SOLUTW t--1/8' HEAT STREN'D GLASS 1 SIUCONE DOW CORNING 795 DOW CORNING 995 GE 2000 I 10 E HEAT STREN'D GLASS BY 'SOLUTW , r3/16" HEAT STREWD GLASS . SILICONE 11 !i DOW CORNING 795 I' DOW CORNING 995 I� GE 2000 1 I. ••• •• • • • •• GLASS TYPE 'C' 1/8' HFAT STREWD GLASS 3/18" HEAT STREWO GLASS 090• INTERLAYER 090" INTERLAYER 47 1/4" MAX. y D.L.O. BY 'DUPONT' 1/8' HEAT STREWO GLASS 1n 1 SIUCONE DOW CORNWO 795 _ SILICONE OPERATING VENTS TO DE 1/4 TO 1/3 OF THE WINDOW WIDTH WITH MAX D.I.A. WIDTH AT FOXED LITE AS SHOWN ABOVE. HEAT SWWO GLASS 090" KIERiAYER SAFLEX DIG BY 'SOLUTW t--1/8' HEAT STREN'D GLASS 1 SIUCONE DOW CORNING 795 DOW CORNING 995 GE 2000 I 10 E HEAT STREN'D GLASS BY 'SOLUTW , r3/16" HEAT STREWD GLASS . SILICONE 11 !i DOW CORNING 795 I' DOW CORNING 995 I� GE 2000 1 I. ••• •• • • • •• GLASS TYPE 'C' 1/8' HFAT STREWD GLASS 3/18" HEAT STREWO GLASS 090• INTERLAYER 090" INTERLAYER BUTACITE PV8 BUTACIT£ PV8 IBY 'DUPONT' BY 'DUPONT' 1/8' HEAT STREWO GLASS 1n 1 SIUCONE DOW CORNWO 795 _ SILICONE m DOW CORNING 995 j2 DOW CORNING 795 GE 2000 10 I I 4 \ a DOW CORNING 995 GE 2000 DENT GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/e' HEAT STREWO GLASS 3/18" HEAT STREWO GLASS o00" NITERIAYER 090" INTERLAYER SENTRYGM BUTACIT£ PV8 9Y 'OUPONT' BY 'DUPONT' 1/8' HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS 6 _ SILICONE m m 1 j2 DOW CORNING 795 I� I� I I DOW CORNWG 990 a DOW CORNING 995 GE 2000 i• i� GE 2000 \ VE GE 2000 Ile FIXED LITE FIXED LITE FIXED LITE GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/e' HEAT STREWO GLASS 3/16" HEAT STREN'D GLASS o00" NITERIAYER 0INTERLAYER S90" SENTRYGM ENTRYGLAs BY 'DUPONT' 9Y 'OUPONT' 3/18' HEAT SIREWD GLASS 1/8' HEAT STREN'D GLASS �m � a io m 1 SIUCONE SILICONE I� I� DOW CORNING 795 DDW CORNING995 a DOW CORNING 995 GE 2000 10 I \ VE GLASS TYPE 'E' : • : • •?fltlU9it litNElyElf • • • • • • • • • "B LanlpI" the b%ft • XtlKtU1nnodes • • • • : : • • al�laAFchR Ig_ 1 • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE 22 • • iLalm�tmle z • FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF K m Dxdc pct ^(oDtml SEE DETAIL ON SHEET 4. ••• • • • • ••• • • � � i i•i i i i • • • • • • • %• • • • •• •• • • • •• ••• • • • ••• • • 'RWD GLASS 3/16" HEAT STREN'D GLASS ERLAYER 0INTERLAYER S90" LUS n ENTRYGLAs BY 'DUPONT' BYUXM' 3/18' HEAT SIREWD GLASS m �SILICONE � io SIUCONE m I� I� WG DDW CORNING995 DOW CORNING 995 99998 DDOW OWCW I I: GE 2000 Ile FIXED LITE FIXED LITE GLASS TYPE 'E' : • : • •?fltlU9it litNElyElf • • • • • • • • • "B LanlpI" the b%ft • XtlKtU1nnodes • • • • : : • • al�laAFchR Ig_ 1 • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE 22 • • iLalm�tmle z • FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF K m Dxdc pct ^(oDtml SEE DETAIL ON SHEET 4. ••• • • • • ••• • • � � i i•i i i i • • • • • • • %• • • • •• •• • • • •• ••• • • • ••• • • 'RWD GLASS ' HT STREN'D GLASS 34.120' ERLAYER AYER LUS n U BYUXM' EAT STREWD GLASS �SILICONE 420�" 795 DOW CORNING 795 DDW CORNING995 DOW CORNING 995 GE 2000VEN GE 2000 GLASS TYPE 'F' PRODUCT REVISED u complyingwitb the Florida In"Ing Code /Z 0604.1 AcceptenceNo nh 201 BeGa'RroduclGo drawing no. W99-63 ' HT STREN'D GLASS 34.120' AYER U EAT STREWO GLASS 1nSILICONE DOW CORNING 795 DOW CORNING 995 GE 2000 FIXED LITE GLASS TYPE 'F' PRODUCT REVISED u complyingwitb the Florida In"Ing Code /Z 0604.1 AcceptenceNo nh 201 BeGa'RroduclGo drawing no. W99-63 lay WOOD BUCK :. a ° d a a 'd'4 9 P; O W m I S SPACING t1 MVdB—DAVE COUNIY APPROVED I t MUWON & MULLION ANCHORS t 1� SEE SEPARATE NOA ti �IL A SPACING SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES: W1 - (1 7/8' X 1/2" WEEPHOLES) AT 4e FROM EACH END WITH PLASTIC FLAP VALVE AND FOAM PADS W2 - (1 7/8e X 5/16" WEEPHOLES) AT 4" FROM EACH END WITH FOAM PADS W3 = (1 7/8" NOTCH) AT ONE END ONLY AT GLAZING LEG IN FRONT OF MOV. VENT SILL RISER 1'RODUCFREVISED cpsa vlylug tWth ti,c F1,461e ]fpidlog Code. AacPteaco No 12-O60�IS n to t2 ADHERED TO SILL '� WITH SEALANT I *MA1012 drawing no. - R10dNet"`" W99—'63 sheet 40f 7 • • u'• •• X d � db •.•' a •° .� • 4 ,•. "'^.. 'o" ° 1 7/16" • •FOR SPACINt: • !�. •. ° MIN. TYPICAL ANCHORS I SEE ELEV. ) rwl EDC GIST. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• as ••• • • • ••• • 0 I eo ' A 11TY x WOOD III= eDCK OR WOOD N :AL ANCHORS ELEV. FOR SPACING WOOfl BUCKS ANO METAL STRUCTURE NOT BY UNIVERSAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE £LEV. FOR SPACING 1/4- DIA. ULTRACON BY 'ELCO(Fu-177 KSI, Fy=158 KSI) INTO 29Y 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 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 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) W10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-1/2" MIN. (EXCEPT AS NOTED) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS I'c o 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, PtkoDUGr Ii Patti R'F.H A►eomplyian .:int, tin• 4W,fdt Ilolding Cate �1rtAAmDN f�-O�Zc f db w afoul An z 01o Igo a r o j�j gr. JAVAD AIINAD CML I'C E S 70892 .aaw 1'RODUCFREVISED cpsa vlylug tWth ti,c F1,461e ]fpidlog Code. AacPteaco No 12-O60�IS n to t2 c S ?! 8 '� 8 � *MA1012 drawing no. - R10dNet"`" W99—'63 sheet 40f 7 TYPIC woc n rn"1 NMI XO LAYOUT ox OPPOSITE NCHM FM SPAM •• 0 ••• •• • • • , II tDRs HEWED Ith the PI"M6 @S�BJG4 UtN: Ya-eetenstervauw Engr: •uwm Nlaub � � e F" n T0542 PRODucrFt9VIWtY A�rtenar��`oJ2-o4tS 4 � � �a e L �- t_ draw(ng no. Y 31 2012 W99-63 eye • ••i i wI • Mom YnDTtt • .•• . .. .. • • 0 .. •• tDRs HEWED Ith the PI"M6 @S�BJG4 UtN: Ya-eetenstervauw Engr: •uwm Nlaub � � e F" n T0542 PRODucrFt9VIWtY A�rtenar��`oJ2-o4tS 4 � � �a e L �- t_ draw(ng no. Y 31 2012 W99-63 eye FRAME HEAD FRAME SILL FRAME JAMB — VENT FRAME JAMS — FIXED efa� J11a .868 A62 TYP. .865 TYP. 375 .147 GLAZING BEADS +.9384284 VENT TOP/BOTTOM RAIL ;66. VENT LATCH i -Y 2344 62 P. L8I25 JAMB STILE 2.187 5� TYIPy. .9nI G„a "c.7 L122 STM. MEETING RAIL 2187 .062 687 TYP. 1.747 .8716 1 1. 1.406 H.D. MEETING RAIL ilk, 0 •I • • • L22o • • • • • • • • • • • • • • • • •• • • • se 3.126 L312 FIXED MTG. RAIL • 1.980 • • • • .830 • ••• • • z•5 • ••7:-- T 1 • I .7lB 000 • •.065. 1 • • TYP, .062 931 SILL TRACK SILL RISER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 8 PART f QUANTITY DBBORIPTMON MATERIAL MANP./SUPPL=/RBMARXS 1 U-5003 1 FRAME HEAD 6083 -TB - 2 U-6001 1 FRAME SILL 6083-T6 3 U-2003 1 SILL TRACK 8083-T5 - 4 U-6003 1 FRAME JAMB - VENT 6083-T5 - 'S U-5001 1 FRAME JAMB - FIXED 6083 -TB - 8 U-5004 t/VENT FOXED MR. RAIL 8063-T8 7 U-5007 2/VENT VENT TOP & SOTI. RAIL 6063 -TS - 8 U -50D5 1/VENT STD. EIEE71N0 RAIL X83 -TB - 8A U-5009 I/VENT HEAVY DUTY MEETING RAIL 8083 -TB - 9 U -5m 1/VENT VENT JAMB STILE 6063 -TS - 10 UA -47S12 AS ROD. GLAZING BEAD (3X8" GLASS) 6083 -TB - tOA UA -5008 'AS ROD. {LAZING BEAD (7/18' GLASS) 8063 -TB - 11 AX -3450 2/ VENT EXTRUDED HOCK LATCH, 3" LONG 6083-T5 AT 6" & 48" FROM BOTTOM 12 U-5010 1/LATCH LEAF' SPRING ST. STEEL - ' 13 j - AS REOD. GLAZING SULK GASKET VINYL - . 13A I UA -5012 AS REaD. GLAZING Yam GASKET SOFT PVC - . 14 U-5504 2/PANEL ROLLER HOUSING & GUIDE NYLON AT EACH END OF VENT 18 U-5805 2/PANEL ROLLER MEFALUC - 18 U-5508 2/PANEL ROU.ER SHAFT ST. STEEL - 17 2/N7NDOW BAFFLE NYLON - t8 - 2/HAFFLE BAFFLE SCREWS - 88 x 1/2 SDS 19 - AS ROD. ASSY SCBM - 410 x 1" PH SMS 20 - 2/VENT FIXED RAO. SCREW -SILL - 810 x 2-3/4 PH SMS 21 7919-187 AS ISD. FIN SEAL WEATHERSRP - SCHLEGEL OR EQUIV. ' 22 - AS ROD. SUCONE BEAD - - 23 - - - - - 24 - 1/VENT SCREEN - OPTIONAL 25 - AS ROD. JAMS STILE BULB WEATHERSMP SOFT VINYL I - 26 - if WEEP OPET4 CELL FOAM PAD - 1-1/8" X 1-1/8" X 3" LONG 27 U-2001 i I SILL RISER 6063-T5 PROOUCT'RENEWED Oseomplylag 1111§ Ilia Flog& JAVAO MUM CIVIL. PRODUC T REVISED FLA. PE -i 72 u emptying with the Flormt $ S Aeeeptenm No O ��yy (�droving no. / Id�liMGd6196sct�Rtld. W91 9-631 I. • •••• •••• • 0000 • 00: •00 • • 000 • ••.• • . • . • • S -REBECCA aMVAL HORM SUDNC WDW. (U UNNEIiSAL. LYPACT WINDOWS & DOC 1675 W. 31ST PLACE HALEAH, FL 33012 TEL (305) 825-7900 FAX (305) 825-5808 car AL-FAROOQ CORPORATION Ila II ENGINEERS& PRODUCT DEVELOPMENT I f IW56.W. 67 AVE MIAMI, FLORIDA 33174 /� p- ill 3 —as away zspa a 7Fit ,T ze1. C 09-01-99 nreVMioes. scam t/z• . r c oao3 rn� m'. bY• F7WDD E 0227.12 S -REBECCA aMVAL HORM SUDNC WDW. (U UNNEIiSAL. LYPACT WINDOWS & DOC 1675 W. 31ST PLACE HALEAH, FL 33012 TEL (305) 825-7900 FAX (305) 825-5808 car AL-FAROOQ CORPORATION Ila II ENGINEERS& PRODUCT DEVELOPMENT I f IW56.W. 67 AVE MIAMI, FLORIDA 33174 /� SEP 21114 I M IAM I -RADE BY: E COUNTY 6 PROD CTC NTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 26 Street, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miumidadg.gov/ era Cury-A-Tech Corporation 930 West 23`d Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 11925" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W07-104, titled "S-925 Aluminum Single Hung Window", sheets 1 through 4 of 4, dated 12/13/07, with revision A dated 04/17/12, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model/series, 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 a4 thebtsement of any product, for sales, advertising or any other purposes shall automatically t4rinUfte this IWA. Failure • • • to comply with any section of this NOA shall because for termination and removlil of NOA.: • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -jam :Coulrty, Florida, *n d • followed by the expiration date may be displayed in advertising literature. If anyRortion• erf p NOA is • displayed, then it shall be done in its entirety. 00000 •••• 66 INSPECTION: A copy of this entire NOA shall be provided to the user by the geWu ncturer a - distributors and shall be available for inspection at the job site at the request of t4-e,$j4jding OffiQial. •• This NOA revises and renews NOA# 08-0107.03 and consists of this page 1 an* evIdince p e £� 1, as • • • • well as approval document mentioned above. ' The submitted documentation was reviewed by Manuel Perez, P.E. • • ' 1AM •IJADE COUNTY NO; No. 12-0507.04 ..., , Expiration Date; February 14, 2018 Approval Date: August 02, 2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-104, Sheets 1 through 4 of 4, titled "S-925 Aluminum Single Hung Window", dated 12/13/07, with revision A dated 04/17/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 24113.2. 1, TAS 202-94 along with marked -up drawings- and installation diagram of a series S-925 aluminum single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL-5412, dated 12/03/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08-0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 04/16/12, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated April 16, 2012, signed and sealed by Javad Ahmad, P.E.."". 2. Laboratory compliance letter for Test Report No. FTL- 5412, shed by Ve�iestratiori Testing Laboratory, Inc., dated December 7, 2007, signed a0�..4ed by aWbs S......:. Rionda, P.E. (Submitted under previous NOA# 08-0107.03)..:.. • G. OTHER .... .... ..... 1. Notice of Acceptance No. 08-0107.03, issued to Curv-A-Teehr51porafi6n for thein;;;; "Series 925 Aluminum Single Hung Window -- L.M.I.", apporQyj�.on02%14f 08 and expiring on 02/14/13. : : • • • • • • .. Manug� r P.E. • Product Ca ttre x finer NOA No. 12-0507.04 Expiration Date: Februarys 14, 2018 Approval Date: August 02, 2012 E-1 F RSURI 1 48 1 J U.L• YrY• �YLrvlf _ 1 � t/4" 01111 VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG MVVOW 1L.M.I.) of ••• • DESIGN LOAD RATING FOR THEME WINDOWS TO BE•AS•PER CHARTS SHOWN ON SHEET 2. • • • • • • • • THESE WINDOWS ARE����11}ED.FQC LAQ4 I . •• SHUTTERS ARE NOT RE4UIRd�. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. VA THEIR WIWDOW TYPES IN MCDYILES • OF TWO OR MORC WINDOU SING 6PPMOVMO MULLIONS.� • • • • • • • • • • • • • •• • • • • ••• ••• • • • • • • . • . . . •• .. • . . .• .• ••• • • • ••• • • 998 NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WO00 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Ems, Apy�i'xKtMo ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS, ITaggj'•. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ga ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS t ARE NOT PART OF THIS APPROVAL. 0 A i A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. drawing no. W07-10 • • • • • • NOTE: • • • • • ,• GLASS CAPACITIES ON THIS SHEET ARE • a • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) • • • • •• .•• • • •• • SEALANT: � � • • • • • • • • • *FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, • • • • • • • • • • • *VENT CORNER SEAMS AND FIXED MEETING RAIL AT END • • • • • • • • • • • • *SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. • • • • OR EQUIVALENT . ...... . .... WOOD BUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .ANCHORS: 1/4• TAPCONS INTO 213Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2' 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 (GRADE g CRS) INTO METAL STRUCTURES (0.090 MIN. THICKNESS) (1/4- MAX. SHIM SPACE) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MIN. EDGE DISTANCES: ..� MASONRY - 1 1/4' 6rgr: gyp. PRODllCT Rwmm WOOD = 1- � hE i -1059? as emno dos wtv Aro Fbft .C'0. 3636 BWtdh*Coda 1. . .i METAL = 1/2" •.Accapu=No ..,1'. »ate � ria i� n 1 p^pKN C9Ml lbNSS�.k arawing no. W07- 10, UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS WINDOW DIMENSIONS W/SHEAR CLIP W/0 SHEAR CUP WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) 19-1/8° 26-1/2° 37' 42" 53-1/8 26" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18-1/8' 26-1/2•38-3/8` 37• 42' 53-1/8 19-1/8' 26-1/2' 37° 42- 48• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8' 26-1/2- 37" 42- 53-1/8 50-5/8° 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84.5 64.5 19-1/8- 28-1/2° 37• 42° 53-1/8 58"70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.6 69.6 70.0 70.0 59.3 59.3 19-1/8- 26-1/2° 37• 42• 53-1/8 83" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.0 87.0 70.0 70.0 56.6 56.6 19-1/8° 26-1/2' 37' 42- 53-1/8 1 74-1/4* 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 63.1 63.1 70.0 70.0 52.8 1 52.5 • • • • • • NOTE: • • • • • ,• GLASS CAPACITIES ON THIS SHEET ARE • a • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) • • • • •• .•• • • •• • SEALANT: � � • • • • • • • • • *FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, • • • • • • • • • • • *VENT CORNER SEAMS AND FIXED MEETING RAIL AT END • • • • • • • • • • • • *SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. • • • • OR EQUIVALENT . ...... . .... WOOD BUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .ANCHORS: 1/4• TAPCONS INTO 213Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2' 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 (GRADE g CRS) INTO METAL STRUCTURES (0.090 MIN. THICKNESS) (1/4- MAX. SHIM SPACE) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MIN. EDGE DISTANCES: ..� MASONRY - 1 1/4' 6rgr: gyp. PRODllCT Rwmm WOOD = 1- � hE i -1059? as emno dos wtv Aro Fbft .C'0. 3636 BWtdh*Coda 1. . .i METAL = 1/2" •.Accapu=No ..,1'. »ate � ria i� n 1 p^pKN C9Ml lbNSS�.k arawing no. W07- 10, UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W/SHEAR CLIP W/O SHEAR CLIP WIDTH HEIGHT EXT. (+) 1W. (-) EXT. (+) 1NT. (-) 19-1/8- 26-1/2° 37' 42' 48° .53-1/8 50-5/8" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 69.0 19-1/8' 26-1/2' 37° 42- 48• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/6- 26-1/2- 37"� 42- 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8' 26-1/2- 74-1/4- 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7Q.0 • • • • • • NOTE: • • • • • ,• GLASS CAPACITIES ON THIS SHEET ARE • a • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) • • • • •• .•• • • •• • SEALANT: � � • • • • • • • • • *FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, • • • • • • • • • • • *VENT CORNER SEAMS AND FIXED MEETING RAIL AT END • • • • • • • • • • • • *SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. • • • • OR EQUIVALENT . ...... . .... WOOD BUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .ANCHORS: 1/4• TAPCONS INTO 213Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2' 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 (GRADE g CRS) INTO METAL STRUCTURES (0.090 MIN. THICKNESS) (1/4- MAX. SHIM SPACE) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MIN. EDGE DISTANCES: ..� MASONRY - 1 1/4' 6rgr: gyp. PRODllCT Rwmm WOOD = 1- � hE i -1059? as emno dos wtv Aro Fbft .C'0. 3636 BWtdh*Coda 1. . .i METAL = 1/2" •.Accapu=No ..,1'. »ate � ria i� n 1 p^pKN C9Ml lbNSS�.k arawing no. W07- 10, O 1/2' x 8/9'x I CELL FUM R EACH WEEP SLI 3/16' X 1 3/4' VEEP SLOTS AT EACH END 0 TYPICAL ANCHQRS- SEE ELEV. FDR SPACING -4 a ° ° 1 BY WOOD DUCK - 4.001 0A e • e I e TYPICAL ANCH13RS SEE ELEV. FDR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 36 KS) MIN. ALUMINUM : 8083-T5 MIN. TYPICAL SEE ELEV. FOR ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 • UNIT APPROVED '.LION ANCHORS NOA 1 BY OR WOOD EXTERIOR 4" AIWAP —7� .F t4,U •/ T .0882Aj 1 �. i BY OR 2 BY WOOD BUCK a ^o 3 O� m N Q a� s ;aN �V O O x FS N O Q 7 L) Z U kCANG CHART + M N ` drawing no.jj N07-10411 r-2.050 .812 ILt2 .0,82 1.250 FRAME HEAD O 8063-T5 —---j.062 q 1.094 1 —1 1.1148 MEETING RAIL O 6063-T8 .884 1.o6z Lose 1500 _7�j b-t.31z Wb TOP RAIL O 6063 -TB 1.924 I.em 1.082 .082 181 SASH 60TTOM RAIL O 8083-T6 .843 .240 082 PART # I REQD. 17-r-4 RRMARRB 2.173 13202 .080 FRAME HEAD 8063-T5 (ALUM) 2 13203 SHEAR CLIP 17 •• B� j6 • .76� L 6063-T8 (ALUM) • 2.082 $!L(.6063 2 FRAME JAMB 6063 -TO (ALUM) 4 13205 -T5 MEETINO RAI. 6063 -TB (ALUM) 1.0622.jS� 13408 1 SASH TOP RAIL 6063 -TS (ALUM) .062 81•. �• i ii� 2it� • SIDE RAIL • JAMB • 'WH O SOS3-T5 .FRAME O 0083-T5 . ... .. . .. . . ..... . . .... m ITEM f PART # I REQD. DESCRIPTION RRMARRB '1 13202 1 FRAME HEAD 8063-T5 (ALUM) 2 13203 1 FRAME SILL 6063-T8 (ALUM) 3 13204 2 FRAME JAMB 6063 -TO (ALUM) 4 13205 1 MEETINO RAI. 6063 -TB (ALUM) 5 13408 1 SASH TOP RAIL 6063 -TS (ALUM) 6 13404 1 SASH BOTTOM RAIL 8063 -TB (ALUM) 7 - 2/ WINDOW GLASS - 8 13208 2 SASH SIDE RAI. 8083-T5 (ALUM) 9 - 14 ASSEMBLY SCREWS # 8 % 1' P.H. PH6JPS CRS 10 C-3085 4/ FACE GUIDES 2/SIDE NYLON 11 ZANAK 2/ E SASH LATCH AT 8-1/4° FROM ENDS - 12 3017-0 AS . FTN SEAL PILE 13 C-3011 AS REGO. WEATHER STRIP BULB VINYL -. 14 - AS RECD. SILICONE BACK BEODING OH 10 SEALANT OR EQUAL 18 - AS REOD. OIAZWQ BEAD ROLL FORMED ALUM. 14 - 2 BLOCK & TACKLE BALANCE - 17 - AS REOD. SHEAR CLIP 5083-T8 (ALUM) . Ar ._ •.AHb1 PRODUCT RSWIRBD •a 1 CML.., es W.PIy4 wI& gIa p od& 1 :F.lA: ,FlEt �7059Q liuildiuB Oode WLI. � 4 Ss •.AcaeQa�arNo 1 0 04. �, k ' AAWI&d drawing no. W07-104 I AYE. •� ; sneer of MMI®D�ApE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.mlamidade.8ov/nera Cury-A-Tech Corporation 930 West 23r' Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "940" Aluminum Horizontal Rolling Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 4 of 4, dated 08/06/07, with revision A dated 02/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model/series, 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 here4p been no change in the applicable building code negatively affecting the performance of thjs product'. • • 6 •0 0 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revisionoQr change..:. 6069.0 in the materials, use, and/or manufacture of the product or process. Misuse of thi§ NVA as an endorsement • 66.. of any product, for sales, advertising or any other purposes shall automatically terWuste this NORM M" • to comply with any section of this NOA shall be cause for termination and removad•of A0A. 0 • • • • 0 00:690 ADVERTISEMENT: The NOA number preceded by the words Miami-D1d%0tounty,o�lprida, **d,,. followed by the expiration date may be displayed in advertising literature. Ifapy6pprtion of the NOA is.' displayed, then it shall be done in its entirety. • • . . . . 6666.. 966666 INSPECTION: A copy of this entire NOA shall be provided to the user by the naanturerbr its :6 6 9 0: distributors and shall be available for inspection at the job site at the request of the8uil8ing Off% �al� 0 • This NOA revises and renews NOA# 07-0813.08 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. 12-0416.11 CtA; ...,e , uw'rr72 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-59, Sheets 1 through 4 of 4, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.)' . gated 08/06/07, with revision A dated 02/27/12, prepared by Al-Farooq Corporation; signed and sealed by Javad Ahmad, 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 r 6) Forced Entry Test, per FBC 24113' 2.1, TAS 202-94 along with marked -up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA# 07-0813.08) 2. Glazing complies with. ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS *09000 1. Notice of Acceptance No. 114325.05 issued to Solutia, Ine. foftheir " 5aflex and• ... ; • Vanceva clear and color interlayers" dated 05/05/11, expi;ice Qn 05/2t#.G • 2. Notice of Acceptance No..08-0709.04 issued to Glasslam N.G.I.,Jnc. for their ; • "Safety -Plus H Laminated Glass" dated 09/11/08, expiring.9ti-@§/07/1.31.0 • • . 0 3. Notice of Acceptance No. 114624.02 issued to E.I. DuPont I}ANemours cit Co., 6666 • for their "DuPont SentryGlas® Interlayer" dated 08/25/11 MXng oTZ6 t2f4/17»... •. . 00.0.0 • • . • • • 00..00 0000•• •• • 0000 • • 1100 AMU Manuel P5416.11 .E. Product Control ner NOA No. Expiration Date: September 27, 2417 Approval Date: July 19, 2012 E-1 Cury-A-Tech Cor oration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 06, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5262, issued by Fenestration Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 07-0813. 08) G. OTHER 1. Notice of Acceptance No. 07-0813.08, issued to Cury-A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window — L.M.I., approved on 09/27/07 and expiring on 09/27/12. 9666 . . 9669 0996.. 0000.. 0000 0000.. 0000.. 9966 6996 0000 0000 00000 0000. .. 0000.. ... . 0000 6 00 60 0000.0 9669.69 04, • 6 9 . 0000.. 696.6. 6 0 .. 0000.. 99 . 9666 . • Manu ez, P.E. Produet Con miner NOA No. 12-0416.11 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 E-2 oil % 13° MAX. 34 1/16• 33 18/18'I5j$ D.L. OPO. D.L. OPO. 1D 37 1/8° PENT WIDTH 74• WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT SERIES -940 1/8' H.S. GLASS ,ALUMINUM HORIZONTAL SLIDING WINDOW .090° INTERLAYER APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SAFER HIG BY 'SOLUTIA OR COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER �FETY PLUSH BY 'GLASSLAM' OR WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SENTRYGLAS BY 'DUPONT' MIAMI-DADE COUNTY APPROVED MULLIONS. IN BETWEEN. ROU LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZ WILL APPLY TO ENTIRE SYSTEM. 1/8' H.S. GLASS f • • •1�STE0 70.0 THIS PRODUCT HAS BEEN DESIGNED TO CRMP&Y IMTH•THM • 70.0 REQUIREMENTS OF THE FLORIDA BUIL00 CODE INGLUDIN6eHIGN VRLOGRIY • • 70.0 HURRICANE ZONE (HVHZ). • • • • • • • :0: •• • 38-3/8° WOOD BUCKS BY OTHERS, MUST BE A"&EQp V&PERtN JO TRANSFER • • • • 70.0 LOADS TO THE STRUCTURE. 70.0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 70.0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 70.0 ANCHORING OR LOADING CONDITIONS NOT "A IN T j&.DEV1% ARE • • • • • • NOT PART OF THIS APPROVAL • • • • • • •• • • ••• A LOAD DURATION INCREASE IS USED IM OESION OPANCftRS �OTO••WO�D QNL� j MATERIALS INCLUDING BUT NOT LIMITED&TO SVn/METAL •CREWSPTHAT • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 70.0 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 70.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAIL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD CAPACITY - PSP (%O OR 0% SIM) 1/8' H.S. GLASS WITHOUT SHUR CLIP .090° INTERLAYER WIDTH SAFER HIG BY 'SOLUTIA OR OPTIONAL �FETY PLUSH BY 'GLASSLAM' OR NON STRUCTURAL SENTRYGLAS BY 'DUPONT' GLAZING CHANNEL 29' SILICONE APPLIED 70.0 70.0 1/8' H.S. GLASS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37' 53-1/8' 38-3/8° 70.0 70.0 70.0 GLAZING DETAIL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD CAPACITY - PSP (%O OR 0% SIM) WINDOW DIMS. WITHOUT SHUR CLIP TIM SHEAR CUP WIDTH HBGHT W.(+) INT.(-) E%T.(+) OJT.(-) 26-1/2° 37' 53-1/8° 74° 29' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37' 53-1/8' 38-3/8° 70.0 70.0 70.0 70.0 70.0 70.0 70.0 r"10070.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37° 83-1/8' 74° -8/8, 70.0 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 BIL 6&7 70.0 70.0 58.7 58.7 70.0 70.0 28-1/2' 37° 83-1/8' 74° �° 70.0 70.0 70.0 70.0 85.5 55.5 70.0 70.0 49.7 49.7 70.0 70.0 40.4 40.4 70.0 70.0 24° 36' 48' e0' 72' 24' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 36• 48° 60' M' 38° 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24° 36' 48' 60' 72' 49° 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 65.4 70.0 70.0 24' 38' 48' 60' 72' 60' 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 70.0 572 57.2 70.0 70.0 492 49.2 70.0 70.0 44.3 44.3 70.0 d 70.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2 F II O oO U o_ §c' U E;.9 9 M m a SNC# Bch m q" 4 PRODUC17RBVISBD �t u as comoyinillwaamFINME11 Ampltmmllo Tix)�ilgte•°"°�7 a 09 drawing no. W07-59 SHEAR CUP 2" LONG AY FRAME HEAD I ANCHORS ONLY EAD ANCHORS WITH SHEAR CLIPS EE SHEET i FOR CAPACITY rnrL . JILL - - FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• I TYPICAL ANCHORS SEE ELEVS. FOR SPACPIO TYPICAL SEE ELEV. FOR --- r--- -- ---------"_�� I IMWMI-DADS -COUNTY APPROVED II �IMULUON & MULLION ANCHORS Ij I SEE SEPARATE NOA �1 II I� 1 II TYPICAL ANCHORS SEE ELEV. FOR SP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO(Fu-m KSI, Fy.155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 10Y 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 B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 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) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MLAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLES: W1 — 3/8" NOTCH IN LEG AT EACH END W2 — 3/16" X 2" NOTCH 4 PER SILL W3 — 3/16' X 2" NOTCH 3 AT XO & OX SIZES OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 W4 — 1/2" X 1/8" NOTCH AT SILL TRACK AT 1-1/4" FROM EACH END (XO OR OX SIZES) Elp, JACra AD AHMAD PRODUCTREVI9» WOOD BUCK AA PE gg jpgB2 wa0m0yitwimdwFwd& ' ...7558A 1� q'R " . q q onDWA !y Yi WOOD BUCKS AND METAL STRUCTURES NOT BY CURV-A-TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4 crawn no. W07-59 �u ro Z 6 g tai MIAMI -DARE COUNTY r----� TYPICAL AN04ORS APPR.D CLIPPED MULLION I --- SEE ELEV. FOR SPACING d u. SEE SEPARATE NOAI II I II II -J �qg - g� li i1 1 ------------ 2 WINDOW WIDTH WINDOW WIDTH¢ 0 O 1Vy1�M W TYPICAL ANCHORS VENT WIDTH SEE EIEV. FOR SPACING QI C4 1/4' MAX. OPTIONAL TO SIBM SWEEP LATCH © O EO t/4° MAIL C3 rn $HIM METAL 3 19 D.L. OPG. 9 T� HORS 1/4° SHIM O STRUCTURE 8 .. ELEV 18 FOR MAX. a" n 8� 18. 17 14 .:. v' WOOD 8 rT R ------_---SCREEN OPTIONAL ------- ------- -- WOOD STRUCTUR s' w 7 1BY H oWOOD BUCKS p m • • • • • • • • • • • • D.L. OPG. m • •• • • • • •••EXTERIOR `a • • • • Way�pV Kryp71q S Enr.. JAV AHMAO PRODUCFRBV198D n 3 CNIL m complyky WI010101nwt8e 3 TYPICAL ANCHORS XO YOUT FTA PE B 7894 & 2 - SEE ELEV. • 40ii OPRIDSITE C.A:N. 3838Aacepbum No FOR SPACING • • • • • • • o • •P rafiaq ••• • • • • • •• • a b • t t• • ••• t i e t t i 1 P drawing no. • • • • • w M R 0 8 2012 W07-59 sheet 3 of 4 iTgM PART � QUAN1'11'y DESCRIPTION MATERIAL MANF./BUPPL03R/RBMARILS 1D248 , FRAME HEAD 80&T -T8 - 2 10845 1 FRAME SILL 8083-78 - 3 10847 2 FRAME JAMBS 8083-T8 - 4 11822 1/ VENT H.D. FIXED MEETING RAIL 8083 -TB - 9 10848 1 SILL TRACK 8083-T8 8 10250 2/ VENT VENT TOP/BOTTOM RAIL BOBJ-TB - 7 - 1/ VENT 8/18° BOX SCREEN - - 8 ,0257 2/ VENT VENT SIDE RAIL 8083 -TB - 9 11823 1/ VENT H.D. VENT UOTTtLOCK RAIL 8083-i8 - 10 C-3089 4/ VENT WHEEL HOUSING & WIDE NYLON - i I C-3098 2/ VENT ROLLER PIN ST. STEEL - 12 C-3089 4/ VENT VENT FACE WIDE NYLON - 13 - rREQD. WEEPHOLE HOUSING &FLAP NYLON OR CELCON - 14 - ROLL FORMED GLAZING BEAD ALUMINUM - 18 998 GLAZING COMPOUND SILI • • • • • • • • • • CONE DOW CORNING 18 7978-187 FINSEAL WEATHER STRIP 17 /8 % 1' ASSEMBLY SCREWSPHP SMS 18 - SWEEPLATCH ZAMAK AT 7-1/4' FROM EACH END 1BA 10299 ALUMINUM VENT LATCH 8083-TB19 C-3081 LATCH SPRING CLIP ST. STEEL 20 C-3057 3/ YENF 8RAS3 ROLLER 21 /8•X 3° 1/ VENT FOL RAR BOTTOM SCREW - - 22 - AS REOD. SHEAR CUP 8083 -TB 2° LONG --2.aoo-1 .oez 2.800 I. 8 FRAME HEAD O 10248 8003—TB ,.082 ^1 .812 L �t,sae .082 2.183 I� .812 !� FRAME JAMS 80863—TS .082 1.824 .812 L_ i 1.0 22 I� © 12I 8083—TB 1.800 .780 1.872 1.082 jam --1,884---q 7tIT---- A 1.8719 H.D. FIXED MFETING gAlf ® ,1822 .63—T6 .849 `t .240 ] 7 .080 SHEAR CLIP ® 8083—TB •• ••• • • • • • •• es see • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • i': VEHT CORNER •.`:qyp;---- MODUCT RBVI3W . KiA PE �I 70882 'CAM. �3J8 '• n cumBT7iY with do I BeOdbm Code Amplumm W Pra&dc- 0 2012 s drawing no. W07-59