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WS-14-2612 (3) Miami Shores Village I Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ Tel:(305)795-2204 Fax:(305)756-8972 - — INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.Mlt-) - PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFINGV3--KVISION ❑ EXTENSION ❑RENEWAL VW ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_IQA 0 6 157V Com: Miami Shores County: Miami Dade Zia• 35 13 s Folio/Parcel#: �.`?27,®&® I 1 Fj Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A w1`JGh b de Phone#: Address:_t>2L �)6 93 5-1 City: f'1:r, rn, �5 State: �L Zip: 3�5k_38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: a-) L a 1 LG Phone#: '.S(o 3?-Zi5 Address: 2_1 c"7 oui Az City:_- ocal State: Zip: Qualifier Name: Phone#:��)8 ' State Certification or Registration#:_ LA Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ i?�X7 Square/Linear Footage of Work: n Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f. Specify color of color thru tile: ,;,,. Submittal Fee$ Permit Fee$ CCF$ COTCC Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$. Bond$ TOTAL FEE NOW DUE$ ��Z (Revised02/24/2014) 't Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 reinspection fee will be charged. Signature_,X Sign ure OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of '�L42 20 V`? by day of 20 15 by IA ( �� C who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take n oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: aial ° OSCAR SERWO CUEVA Still Seal: PflY COMMISSION#EE 8510 1 Seal. r � o OSCAR SMIO CUEVA aXr EXPIRES:March 9,2017 MY COMMISSION#EE 851033 Bonded Thru Notary Public Uriderwrtters s EXPIRES:March 9,2017 Bonded Thru Notary PubBc Underwriters *�x�x�x�x�x���x*** ***�***wx��a�**** �tx�� s�*x�*�**a.***�+�r***»**�►****�*�*x��* x��x+�**w<�**�+w*+�* **w •a*�**a�*x�� APPROVED BY ![J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) TMoils to . MIAMI•DADE WIIA&H-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25" NOTICE OF ACCEPTANCE (NOA) wv.miamidade. ov/economy ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 shallnot be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHI(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. 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"8000"Aluminum Window Wall System-L.M.L APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.r,sheets 1 through 12 of 12,dated 08/03/07,with revision B dated 03/05/12,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 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 aamo or logb„�V, state,... model/series, and following statement: "Miami Dade County Product Control Approved",unless-otherwise noted herein. 006.90 6669 0000•9 RENEWAL of this NOA shall be considered after a renewal application has been Wed and there has been....: no change in the applicable building code negatively affecting the performance of doj product.6,,,,• :00.0* TERMINATION of this NOA will occur after the expiration date or if there has6"a revision or4change9: in the materials, use,and/or manufacture of the product or process.Misuse of thiS'NO►A as an endorsement•••;• of any product, for sales, advertising or any other purposes shall automatically teMlddt this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NbA. " ADVERTISEMENT: The NOA number preceded by the words Miami-D;d%-&unty, Florida, ang""; followed by the expiration date may be displayed in advertising literature. If any portion 446 NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0308.36 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. MtAMt RADE couivnrNOA No.13-0115.06 Expiration Date: April 03,2018 Approval Date: April 04,2013 � 2j Page I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0204.06) 2. Drawing No. W47-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12,dated 08/03/07,with revision B dated 03/05/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0308.36) 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)Drop Load Test,per CPSC 16 CFR 1201 Category II (G.32) along with marked up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI-5447,dated 12/19/07, signed and sealed by Michael R. Wenzel,P.E. (Submitted under NDA No. 08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al—Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq,P. E. 0000 (Submitted under NOA No. 08-0204.06) •0000• 6096:0 2. Glazing complies with ASTM E1300-04 ' ' .. 0000 000.00 6066 696..6 D. QUALITY ASSURANCE 009000 0000.. L Miami-Dade Department of Regulatory and Economic Resources R) ••::0• 0 ' 9069 66609 999969 909 . 69690 E. MATE0000 .RIAL CERTIFICATIONS 6 6 ' . 0000.. 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont loblif>uours &1vo.,Inc. •. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 4.111/16.'0 *00 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont HWediours&.Cp.,InV 6.6 for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on Q414/17. r Mance ere Product Control Emi r NOA No.13- .06 Expiration Date: April 03,2018 Approval Date: April 04,2013 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, dated 12/19/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 03/05/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-11308.36) 3. Distributor Agreement between, E.S. Windows — Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro,respectively. (Submitted under previous NOA No. 12-0308.36) 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nuilez. (Submitted under previous NOA No. 12-0308.36) 5. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) G. OTHERS 1. Notice of Acceptance No. 12-0308.36, issued to ES Windows, LLC for their "Series "8000" Aluminum Window Wall System — L.M.I.", approved on 05/24/12 and expiring on 04/03/13. 0000 . . 0000 0000.. .. 0000 0000.. 0000 0000.. 000.0. 0000.. 0000 66.. . . 6 0000 .... 0000. 0000.. 6.0 6 6 00 6. .. 0000.. 0 .00.06 0 . . . . . 0000.. 0..000 . 0 . .0060.:090 0 0*00 Man el Per , Product Control E am er NOA No.13- 5.06 Expiration Date: April 03,2018 Approval Date: April 04,2013 E-2 i O.L.OPO. D.L.CPO. D.L. OPG. D'WIDTH OPG. a F 1 jjjppp SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE CHART SEE CHARY /(y SHEET 2 SHEET 2 aY A f t~~ 4N 44 {� t a ou D.L.PO. D.L.OPO. ���»i Gt �/. •�. }f SEE CHAR sE CHART SHEET 2 SHEET 2 11 s N N UJ m 6 SEE'E.S.\tv1RDOWS' J W /� II LM.I. DOOR 4 J it FOR DOOR RA'(WO &DETAILS. aI z ri LI ________ Z 4"MAY. HEAD SILL i MAX.MULLION SPACING`~ HEADJSILL CORNERS i SEES 3&4 i t W uNi g CORNERS t t + LL�_ ANCHORS TYPE A, B,C OR 0 1 ANCHORS TYPE A.8,C OR D I t� SEE SHOE S°S&ANCHORS 2.3 OR 4 AT EACH JAMS- 2. 3 OR 4 AT EACH SIDE OF MULLION__� SEE SHEET 0 SEE SHEET S TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE c VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SERIES 8000 ALUMINUM SHOWN W DOTTED LINES AND 08TAIMNO ALLOWABLE LOADS FROM THOSE SHAPES. P P M WINDOW WALL SYSTEM SINGLE UTES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. lip l S THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: • • • • • •:f CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z87.1. OR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPj1r+}JHti•fA • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDWO•HIOH •• • • • S�EP_1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ,`.tODUCTRRNBCVg� LAMINATED GLASS Al HURRICANE ZONE(HVHZ). • •• • • • • ••• • ON WIND VELOCITY,BLOO.HEIGHT,S7ND ZONE m complyi with the Plmtd2 �IStNG APPUCA�E ASCE 7 STANDARD. 2 LARGE MISSIES IMPACT W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY•TQ�RPS3S�F�t • • • • • • P meet Cale LOADS TO THE STRUCTURE. •• • •S?EP•2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD 4��1+tearnNo 1 y 4 CAPACITY OF DESIRED GLASS SIZE. Expiration DAta FB .agr:JA MAD a ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS t�+AL PRODUCTRBVTSED, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND By FIA �,a'10"2• asoomptglo8wilhGrePlortda HEIGHT USING CHARTS ON SHEETS 3 THRU 7 Mia 'ptR, •�"" Bugdittg Colo y+�-0%0 36 JS• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TRRESE DNA"ARE • • • TIIE CAFApTY SHOIA.D E)(CEEO THE OESIGH LOAD. ( / A No G+l�i7p kql Nt7f PART OF THIS APPROVAL. • • • • • • • • 6 1 ✓ +I a •• • • • ��p•q"USING CHARTS ON SHEETS S&7 SELECT ANCHOR OP710 .. -----� A LOAD DURATION INCREASE IS USED IN DESIGN OF AT4C S 1 0 4V000 Ot1{LY. • • •`ice WATT•DEMON RATING MORE THAN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL(RMETALS$K�pR SHAT • • • • ON STEP t ABOVE. A61aT�R a 1'tadlut tt drawing no. RCOEnuIREM°ENrCs°oFCTTTTEwFTHLo°RIDA�e°LOGIT DISSIMILARMAT SETC1lON 2003&�4 THE ••• • SEP g THE LOWEST VALUE RESULTWO FROM STEPS 2.3 Mfg 07 2012 W07-60 AND 4 SHALT.APPLY T'0 ENTIRE SYSTEM. sheet T OT 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS LOAD CAPACITY - PSF D.L.O.VADTH 0.40.tY1DTH ��u $ NOMINAL DINIS. GLASS TVPB'A' GLASS TYPE IS; � O.LO.MOTHD.40.HEIGM EXL(+)/WT•(-) Exr.(+)/Orr.(-) 28° 80.0 130.0 32" 80.0 130.0 36° _ 80.0 130.0 40' 84-1/2- -solo 130.0 44-1/4° 80.0 130.0 48' 80.0 130.0y 62- 80.0 130.0 -1/4° 84.028" 80.0 130.0 130.0 ALTERNATE BUTTON BUMP 8A QQQQ� �t t4 sz 800 130.0 a IN LIEU OF VINYL SPACER 88 4 d q 36' 80.0 130.0 40' 90-1/2" 80.0 130.0 44-1/4" 80.0 130.0 59.ICONE SILICONE oil 48- 80.0 130.0 DWI 7 CMING m DOW CORNING 708 62° 80.0 130.0 W. 80.0 130.0 1/4"HEAT SIT"D DIMS 1/4-HEAT STREH'D GLASS 32° 80.0 130.0 80.0 130.090"0INTERLAYER 080°INTERLAYER 36' 40' 96-1/2" 80.0 130.0 BYT'DUPONT, BY'DUPONT'D 44-1/4- $0.0 130.0 48' 110.0 130.0 1/4°HEAT STREN'p CLASS 1/4°HEAT STREN'0 GLASS } 62' 80.0 127.2 j m 2! 26' 80.0 130.0 32' BD.O 130.0 fO i. 10 Q 7 \ Lid 7 04M 36" 80.0 M �i. ;? i1 j ^M 102-1/2- 130.0 40' 80.0 134.0 44-1/4" 80.0 130.0B Z 48' 80.0 128.9 { p 28- 80.0 13U 32° 60.0 130.0 10 8 10 8 D11 38° 108-1/2" 80.0 130.0 40° 1 80.0 130.0 44-1/4" GLASS TYPE 'A' GLASS TYPE 'B' 80.0 130.0 32-28' 80.0 130.0GLAZING OPTION s2" 80.0 130.0 36" 114-1/2- 80.0 130.0 R 40' 80.0 130.0 44-1/4- 80.0 130.0 ,NODUCT RENEIVQD u complying wUh the Ftmift !tuldlug Code Id D Acccptnnce N° - NOTE: •• ••• • e • • • •• E p1mvnum /8 GLASS CAPACITIES ON THIS SHEET ARE • • • • • s • • s GLASS 0 o a m BASED ON ASTM E1300-04 (3 SEC. GUSTS). •• • •• • •• 0910 .Eagn JAor& k• PRODUCTRSVISBD KA.PC � asoom Ncmao�'roowodda cam ••• • • • • ••• • • • • • • • • • • • • • • droving no. :' :•. ••• � ••• o n0. I AR 0 W07-60 1 2012 M chest oT $ 12 ••• • • r • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY-PSF __ V MULLIONS WITBOUT INTSRMEDIATE HORIZONTALS JAMB 148' UNANCRO)m JAMS'JI' JAMB'JI' JAMB'J8' JAMB 49' JAMB OPTIONS �1 NOMINAL DIME. MULL'Mi' MULL'M8' NULL'M3' MULL M4, MULL OMONS x 11.... EXT.(+) E1(i.(+) W.(+) ' IXT.(+) MDTR(W) FNM Kwo 91T.(-) INT.'(-) INT.(-) 9IT.(-) x0• 130.0 f3o.0 110.0 f3o.0 38° 130.0 130.0 130.0 130.0 h 42` 130.0 130.0 130.0 130.0 T� 48' 130.0 130.0 130.0VII.D..0 130.0 WS �r 54' 130.0 :13 .0 130.0 WIDTH (W) o WI $ h ff0° 1x0.0 .0 130.0 AT FRAME JAMB 1M� 30° 130.0 .0 130.038° 130.0- -0 130.0 42' w130.0 .0 1x0.0 48' 130.0 .0 1309 uj 54° 121.7 130.0 1399 8o• 11&7 130.0 130.0 130.0 JO' 130.0 1309 130.0 130.0 se 130.0 130.0 130.0 130,0 42' �., 118.9 130.0 130.0 130.0 46' 107.8 130.0 130.0 130.0 54° 9&4 130.0 127.9 130.0 W1 Wyy2 ffi W" 81.8 130.0 11&4 130.0 W i + W2 30• 130.0 130.0 130.0 130.0 WIDTH (W) m 2 36' t26.4 130.0 139.0 130.0 AT FRAME MULLION �a 42^ 08-I/2^ 110.8 130.0 130.0 1309 ¢f � 48• 99.0 130.0 130.0 130.0 Q 84' 80.5 130.0 1209 130.0 n M 118° 88.8 MOM 114.4 130.0 C.1M 30° 1309 130.0 130.0 130.0 Z 38' �114 130.0 is0.0 130.0 42" 102' 13MO 130.0 130.0 C48" 130.0 123.2 130.0 to 64" 128.9 1119 130.0 68° 76.8 126.4 1011.7 129.9 30• 112.4 130.0 1309 13x0 j 38" 98.0 130.0 13&0 1309 42" 108" 62.8 130.0 122.8 130.0 48° 73.6 1189 10&8 130A 83• 0&1 108.8 100.2 119.7 a 30° 1049 130.0 130.0 130.0 38^ 68.5 130.0 130:0 130.0 IAMB'J!' JAMB JS' JAMB'JS' 42° 110-1/2" 77.1 123.9 1189 130.0 1� 48• 68.7 1109 103.7 124.0 .4iODUcrRENEWjm 82° 64.3 103.4 989 1189 � �Y��Ith the FtoAk Jo' �a 130.0 130.0 1309 alm A L;v 6ca No -�'1)$. ° JB" 80.4 129.3 126.E ••• • • • • • • Ea Ladou Date r' 42" 114' 69.9 1129 100.0, 130.0 i ••i e i i i 14IUI,rI,I01VS B� a m 48' 82.3 loaf 97.1 `16.0 •• • • • • ••• • h na a pwu21 60' 60.1 88.7 93.7 I1�0 • • • • • • • • ! � 30' 81.6 130.0 130.0 399 •• •• • • ngr.dA AIOJJAO PRODUCTRRVISBD 36" 120' 889 110.4 1139 130.0 fIA.PES 4m. 29 complyi�ugp )flow Ploddo 1 82" 88.8 95.9 9&3 1179 MULLION'MI' MULLION'M2' MULLION'M3' MULLION RJ4' CAM waft cceptonoo o • • $ 48° 53.0 86.2 87.1 • fo•,1•• • • • • 2d3 m NOTE: 000 • • • • ••• • • ciCwUrol droving no. • • • • • • • • • • INTERPOLATION BETWEEN WIDTHS ALLOVSIEO•• •• • • • • • • Wd�-60 • ••• • AR 072012 sheet 3 oft • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 MULLION LOAD CAPACITY-FSF U MULLIONS UJYH INTBRMBDIATE HORIZONTALS INTERMEDIATE HORIZONTALS JAMB'J8' UNANCH911BD n JAMB'JI' JAMB'Jl' JAMB 13' JAMB 19' JAMB OPTIONS z NOMINAL DIMS. MULL'Mt' MULL M3' MULL'113' MULL M4, MULL OPTIONS O @ .(+) W. +) EXT.(+) fJti.(+ p WDTH(w) FmFOlf98 INT.(-) U4L 30' 130.0. 130.0 1304 130.0 38' 130.0 t30.0 130A 130.0 ^ 42* 78" 130.0 13x0 f3o.0 130.0 g 48• 130.0 1304 1304 130.0 Qi 64' t30A 130.0 130.0 t3OA h 80' 1304 130.0 130A 130.0 30' lao I3a0 1304 1304 TJl Q 38' 130.0 1300 130.0 130.0 a W1 Iy bp` 4Y 88-1/2° 13A 130.0 1304 130.0 AT FRAME JAL 48' 130.0 130.0 130.0 130.0 s 84• 118.1 130.0 130.0 130.0 LLL a0" 108.3 130.0 127.2 130.0 IFITERMEDIATE HIJIRONIALS 30• 130.0 130.0 130.0 130.0 U. 130.0 130,0 1 l a0 130.0 42' 90' 130.0 131.0 13&0 130.0 49' 116.0 130.0 130A 130.0 (tom 94• 104.0 130.0 130.0 130.0 3 60' 94.4 130.0 117.8 130.0 t 30' 130.0 1,30.0 1,30.0 13010 o 38' 129.8 13M 1304 130.0 Q 42` 96' 111.1 130.0 1304 130.0 m 48' 97.2 130.0 129.0 1304 Be 86.4 130.0 114.7 130.0 wl 1V2 60' 77.6 128.1 103.2 123.4 Np�1 30• 130.0 130.0 13" 130.0 W1 + W2 $ 1� 38° 120.0 130.0 13x0 130.0 WIDTH (W) 0° 2 - Z$ 0.T FRAME MULLION 42' 102,8 __130.0 13Q0 130.0 � rtZ 88-1/2' 48' 90.0 130.0 122.8 t30.0 C2 84' 80.0 129.7 109.0 f30A 2� 68° 748 119,8 101.4 t212 30' 120.7 130.0 130.0 t30.0 38" 108.t 1304 130.0 13910 4Y10. 02.8 130A 1300 130,0 48' 81.0 I30.0 114.3 130.0 84" 72.0 118.9 IOTA 121.4 C 68° 89.5 111.7 08.0 117.1 30' 109.2 13910 130.0 1304 { 38" 91.0 130.0 1304 1,30.0_ JAMB 4L' JAMB'JW JAMB'33' $$ 4Y low 78.0 1264 116.0 130.0 0.e• eea loss foto IztA .4t0BUM RENS%U or 81,8 984 82.3 110.4 e3 COMplylagwith tht Flot(�t !lnidlag Carlo 9g JO° _ _102,0 1304 1304 130.0 Aaeptoaea Nn 36' 88.0 1304 1284 1 •• • • • • • • EXpUaOon Date GAB aa• tlo-1/0.• Tae 1172. 1110. •13ao i ••i i i i i MUI,I,IOIVS 48° 63.7 102.5 97.4 lift •• • • • • ••• • lvl.*m eP4ddaet(aa 52' 88.8 94.8 89.9 • • • • • • • • - •• •• • • JO' 9 131.0 130.0 130.0 ,qr.JA IMAO�. PRODUCT'R73VI96D 38° �77N 124.5 122.0 130.0 .'FTA r C8 7 390. ��mP1Y�B�1110 Pladda 42' 114" 108.7 104.8 128.0 6SULLIO Ml' MUIJdON'ME' MUIJJON'M3' fdULWON T14' CdU1._3 Bd(UngCode48' 93.4 91.6 1094 • ••• • • • AvOaplmaa At0 2'"O �'Gp3 y 60' a8.7 69.6 87.8 060 • • • ••• • • B -- JO' 78.8 128.1 130.0 Gi• • • • • • • • • • drowin no. J8° 80.4 108,7 110.1 IJ0.0 • • • • • • do J IML'aX1ol 4 tz9• 66.4 eae 9aa 112JB N�� • • • M R 07 202 W07-60 481 4eA 60.1 82.6 90.7 INTERPOLATION 13ETWEEN WIDTHS ALLOWED. Ohea( 4 of 1 ••• • • • • ••• • • as • • • • • • • • • • DOOR MULLION LOAD CAPACITY-P8F DOOR MULLION LOAD CAPACITY-PSF 4� JAMB WE' JAMB'JD2' JAMB'JDI'JAMB'JDI'JAMB'JD3'JAMB'JD8' JAMB'JDf JAMB'JDI'JAMB'JDO'JAMB`JD3' SIDDLITE FRAME MULL'MDl'MULL'MD2'MULL 1MD3'MULL'A>D4 SIDRIJTE FRAME MULL'MDI'MULL'MO2'MULL'MDS'MULL'MHN' INCHES INCHES ptT. + •E%T. +) EXT. +) EXT.(+) WIDTH HHISIHT E'xT.(f W.(+) EXT.(+) EXT.(t Z INCHES INCHES WT. 3 WT.�) WT.(-) W.(-> INCHES INCHES W.(-) IM.(-) INT.(-) INT.t-] 32 120.0 120.0 120.0 1204 32 90.0 80.0 80.0 90.0 36 120.0 120.0 120,0 120.0 36 90.0 90.0 90.0 00.0 p 42 86-1/2 120.0 1204_ 120.0 120,0 42 98-1/2 90.0 90.0 90.0 90.0 48 120.0 120.0 120.0 120.0 48 904 00.0 80.0 90.0 84 1204 120.0 120.0 120.0_ 84 68.7 90.0 1 90.0 90.0 a 60 119.4 120.0 120.0 120.0 32 77.0 00.0 90.0 90.0 32 109.5 120.0 120.0 120.0 38 110-1/2 73.8 90.0 90.0 90.0 30 104.2 120.0 120.0 120.0 42 884 90.0 80.0 90.0 Q 42 98-1/2 872__ _120.0 120.0 1204 48 64.6 90.0 90.0 90.0 48 9" 120.0 120.0 120.0 32 70.6 90.0 90.0 90.0 88 54 .7 120.0 1 118.8 120.0 36 67.2 9_0.0 90.0 90.0 Of s St 32 77.6 120.0 118.4 120.0 42 114 82.7 90.0 BOA 80.0 OHIO C�C 38 110-1/2 7J.8 114.4 112.7 1204 46 88.7 904 ,�3,.11l$ 90.0 90.0 V IY 42 68.8 106.7 108.1 120. 3280. 88.8 90.0 90.0 90.0 48 84.6 100.0 0.5 117.7 36 120 67.8 4 90.0 00.0 42 83.11 83.3 89.1 90.0 E.S.YANDOWS 45 1/2'MAX• 87 1/2"AWS. 46 80.4 78.1 83.§ 90.0 DOOR DOOR WIDTH DOOR WIDTH SEE SEPARATE NOA46 I/2°AWf. E.S.tYWD -- __ --�--- DOOROOR DOOR WI TH SEE SEPARATE NOA maaae 9 eeea.• "j`�\------6 --_- T- 0 OR / A 0 OR p b'OR% d / n % D'OR% z E_ �/ j 0 � �� E �/ % Itl110 % �7 � -�,.r >.�e,•, Q�N M��1 OR Z P M V i5 1 as o " / n g OR s / n V. Si . Z(i 4 i 'Lt rg. 8X i E / p >a> d3 r/�• �yIPr� 43$/4° 6 \ SIDEWE WIM MAX. INTERMWWE SIOELBE WIDTH 65 3/4"MAX. \\ SEE CHART CL TO CL O1M. HORIZONTALS OPTIONAL SEE CHART CL TO CL NM. 1 43 3/4° 410DU RE"k" SIDEUTE WIDTH MAX. axcbmP1)4ngwDG Mle VIDAb SEE CHART CL TO CL DIM. Salding Code Acceplaaeo Explrnllat.Role )g $ A/16m Ade ucl, DOOR-WINDOWALL <m d •. . . • ALIB 4LB11' JAiI)B'Jb2' dl�SAY' • • • • • TRANSITIQN MULLION AHhVM DUCTMISBD CIVILO FSA_PN.E•363e "m40892 >slgCodo4VAM minodde 1 CAa A • IhUn •• i4o• • ccaFlwco / � H • • • • • • i• • i • 0 • Y BdoPJe WWI drOwing no. • W07-60 MULLION'MDl' MULLION'MOW MULLION'NDB• MULLION'MD4' MAR 0 7 7012 sheaf 5 of t ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ANCHOR LOAD CAPACITY - PSF INTERMEDIATE EXT.(+)&W.(-) HORIZONTALS E.S.7NNDOWSDOORV OPTIONALSEE 1 NOMINAL pIlJ6. ANCHORS TYPH'AANCHORS TYPE'H'&'D' I ANCHORS TYPH'C' ALL FIXSEPARATE NCAED LITES WIDTH(W) FRAME HEIM AS AD A4 D2/D2 BB/DD B4/114 I CO C9 C4 _ _ _ 0 9 30' 13" 130.0 130.0 130.0 130.0 130.0 130.0 1304 130.0 .. --- - - 38' 10&4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130,0 n----- I/p p OR g a i 6 42° 83.0- 130.0 130.0 122.3 130.0 130.0 13(1.0 130.0 130.0 % t / Il % e /914\ n I `/ 48' " 81.3 12210 130.0 107.0 130.0 130.0 _12&3 130.0 130.0 � 44' 722.3 10&4 130.0 94.1 130.0 130.0 109.8 130,0 130.0 U-- lot 55.1 97.6 130,0 85.6 12&4 130.0 95.7 130.0 130.0 _r120.1 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 � i'38' 100.1 130.0 130.0 130.0 130.0 130.0 I3" 130.0 130.042" 78' 88.8 128.7 IJO.O 112.9 130.0 130.0 IJ0.0 130.0 130,0Q48' 78.1 112.8 1J0.098.8 130.0 130.0 113.6 130.0 130.054' 88.7 100.t 130.0 87.8 130.0 130.0 101.2 130.0 130.080" 80.1 90.1 120.1 70,0 118.8 130.0 91,1 130.0 130.0 -- --- w 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 38' 90.3 130.0 130.0 1188 130.0 130.0 130.0 130.0 130,0 _ W__ 7V1 W2 42° 77.4 118.1 130.0 _ .8 130.0 130.0 117.3 130.0 130.0�_'/2° W1 + W2 W1 +W2 W1 W2 48" 67.7 101.6 1$0.0 80.1 190.0 130.0 102.7 730.0 1304 tV1DTH(Y0.- 2 WIDTH(H!)- 2 VAt1TH(W)- 2 + 4 54' 80.2 90.3 120.4 79.2 118.8 130.0 91.3 130.0 130.0 80' 84.2 SL2 108.3 71.3 106.9 130.0 82.1 123.2 130.0 _ 30" 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 DOOR&TRANSOM IM 38" 88.8 130,0 130.0 114.1 130.0 1304 130.0 130.0 130.0 SEE SEPARATE NOt 42" Be 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 ------ 48" 88.1 97.6 130.0 8&0 128.4 130.0 0&7 13MO 130.0 54" 57.8 86.8 t15.7 70.1 114.1 130.0 87.7 13&0 130.0 •i/�•� I i a a 60' 52.1 7&1 104.1- ---68,8 102.7 130.0 78.9 11&4 130.0 30' 97.5 130.0 130.0 128.4 130.0 130.0 13&0 130.0 130.0 4" h-- $" 3" 38" 81.3 122.0 130.0 107.0 130.0 130.0 123.3 13MO 130.0 4' 3• 42" 9B° 89.7 104.5 130.0 91.7 130.0 130.0 105.7 130.0 130.0 48 Bt.O 91.6 122.0 80.3 120.4 130,0 92.5 130.0 130.0 54' _84.2 81.3 10&4 71.3 107.0 130.0 82.2 123.3 I30.0 80° 45,8 73.2 97.0 84.2 9&3 128.4 74.0 111.0 130.0 % g ty 39' 08.1 130.0 130.0 125.1 130.0 130.0 130.0 130.0 130.0 36" 79.3 718.) 130.0 104.3 130.0_ 130.0 120.2 130.0 130.0 g• g• 3° g• 3_ 8 \ 11 42" 96-1/2" 67.0 101.9 130,0 89.4 130.0 130.0 103.0 130.0 13010 $° 3 �-3-. d 4a' $9.5 89.2 118.8 78.2 117,3 130.0 90.2 130.0 130.0 3' 3° D \ P 3° 3' 84' 52.8 79.3 105.7 698 104.3 130.0 80.1 120.2 130.0 L 30' 91.9 130.0 130.0 120.8 130.0 130.0 130.0 130.0 130.0 38° 78.5 114.8 130.0 100,7 130.0 t30.0 116.1 130.0 130.0 A2.B2,C2 Aa.B9.CH 8.4. H4.C4 Wf W2 42° 102° 88.8 9&4 130.0 88.3 1298 139.0 988 130,0 130.0 48' 57.4 5&1 114.8 74.8 113.3 130.0 87.1 130.0 130.0 ANCHORS TYPRR:SEE SHEET 8 FOR DESCRIPTION MOTH(W)- Wt +W2 51' 51.0 788 102.1 87.1 100.7 130.0 77.4 118.1 130,0 A$ a g:4NCHORS TYPE 'A' AT EACH-SLOE-OF JAMB AND MULLION 2 g 30' 88.8 130.0 130.0 I14.t 13D.0 130.0 130.0 730.0 130.0 B2 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 121 38' toe' 72.3 10.4 130,0 95.1 130.0 130.0 109.8 130.0 t3o4 C2 2 ANCHORS TYPE 'C'AT EACH SIDE OF JAMB AND MULLION -RODUCTRBNIM6 D2 2 ANCHORS TYPE '0'AT EACH SIDE OF JAMB AND MULLION ase4mplyln with the milft N 42" 820 93,0 123.9 818 722.3 f3&0 94.0 130.0 130.0 D2 Cate 48" 84.2 81.3 108.4 71,3 107.0 130.0 82.2 123.3 1304 •sA�R1 A*HOIS TYV 'A'•f1T JACH GIDE OF JAMB AND MULLION AcepteneeNo o y 30' 84.6 127.2 139.0 117.8 130.0 130.0 128.5 139.0 130.0 • '"" " ANfHO♦iS TYPE•'B'•AT iACli SIDE OF JAMB AND MULLION ell', re8aa Dnfe f$ 1di • q 3 ANCIM WPE•'C'W"Cis SIDE OF JAMB AND MULLION ANCHORS y �go a m 36' 70.7 108.0 130.0 93.0 130.0 130.0 107.1 130.0 IJ0.0 •DH v Af'.RHONS A'PE•'O!"EACH WDE OF JAMB AND MMIJON By 42' 110-t/2° 00.8 9018 121.1 79.7 119.5 130.0 91.8 130.0 130.0 • • • • • • • • • 5ilpm do PTdduil,•' 45" 83.0 798 108.0 69.7 104.8 130.0 80,4 120.8 130.0 ••0.4 q ANCHGKS TYNE A'NT rACN 110E OF JAMB AND MULLION ._ H4 4 ANCHORS TYPE B'AT EACH MOE OF JAMB AND MULLION r.J VAD AftM 30° 82.2 123.3 130.0 10&1 130.0 130.0 t24.8 130.0 130.0 C4 *+ 4 ANCHORS TYPE 'C'AT EACH SIDE OF JAMB AND MULLION PRODUCTRRVWD, 38° 114" 68'5 102.7 t30.0 90,1 130.0 130.0 103.9 130.0 130.8 D4 4 ANCHORS TYPE '0'AT EACH SIDE OF JAMB AND MULLION E 70892. as lyfngwiNthe Ffodda I 42" 88.7 80.1 117.4 77.2 1 t&8 130.0 89.0 130.0 130.0• 000 • • • • 3538 DuRdhlg Cada ��y , ALR OTHER ANCH:RS•f0 3e SPAAtn ns feER%,-MATION. Aanapimt 1326 CJ�70 48 81.4 T7.1 102.7 67.0 101.4 130.0 77.9 t 18.8 130.0 •• • i • i- i i•" • •30" 78.1 117.1 130.0 702.7 130.0 130.0 118,4 130.0 130.0• • • • • • • • • • • • ZI drown no. 38" 120„ 97.8 130.0 85.5 128.4 130.0 8&7 130.0 1304 • •• • • • «. 842' 88.8 83.7 111.5 73.4 11&1 130,0 94.8 126.9 130.0 • • ••• • • • Pro�ct W07-60 NOTE: 48" 46.0 73.2 97.s 54.2 asJ t2&4 74.a 111,9 130.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. O7 24�z sheat B�1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR M WON LOAD CAPACITY-PSP E.S.WINO W3 ANCHOR LOAD CAPACITY - PSF JAMB'JD9' DOOR&TRANSOM EXT.(+)&INT.(-) JAMB'JDI'JANB'JDI'JAMB'JDS'JAMB'dD9' SEE SEPARATE NUA ANCHORS ANCHORS ANCHORS �v $IDELITS FRAME MULL'MDI'MULL'MDA'MULL'M03'MULL'MD4' --- --------- NOMINAL DIMS. TYPE A' TYPE B'&'D' TYPE'C vim HSIGHT + pR, + IXT. + EXT. + �R�QaaP oaR WIDTH(Y!) f'RAUE HEIpO AS A4 BB/DB CB z INCHES 94CHUS 4'1T.( 1 WT. OIL Jr IMF. st`1 > �' �k `J �! t_� t_J JO 78.8 90.0 90.0 811.0 30 90.0 90.0 90.0 00.0 - -' ' " -.�sa= ___�= 36 78.8 80.0 90.0 40.0 36 90.0 90.0 90.0 90.0 mnme 3 j 42 71.8 90.0 80.0 90.0 42 96 80.0 90.0 90.0 90.0 DOR p / p 1 U \ p 4$ 96 88.4 80.0 90.0 00.0 , 48 90.0 90.0 80.0 90.0 D OR I 614 \ 0 54 89.4 88.0 88.0 90.0 54 _ 85.4 90,0 90.0 90.0p p j g \ P 80 82.6 82.3 82.3 90.0 FFQ 60 81.0 90.0 90.0 90.0 {y E / sip %\ ''�= S= 30 76.4 90.0 90.0 90.0 O 30 86.3 90.0 90.0 90.0 D3 j @p % ppp go z 36 72.4 90.0 1 90.0 90.0 Q I0`TMi 36 80.9 90,0 90.0 90.0 ! p\ r /U ij 42 102 SEA 80.0 90.0 90.0 fyry7(y" 42 102 78.2 WO 80.0 90.0 [ \ p %' 48 69.9 86.2 86.2 90.0 p 48 71.9 90.0 00.0 90.0 0 \\ II 1 0 84 82.8 62.3 82.3 90.0 3 84 $8.2 90,0 90.0 90.0 0 \ 1 "� 0 30 73.8 BOA 90.0 90.0 yj 30 69.6 90.0 90.0 90.0 _ ---- j yr o00 38 los69.6 90.0 90.0 90.0 38 109 88.4 90.0 90.0 90.0 --- 'Y ---- 42 88.0 69.9 88.9 90.0 42 61,7 00.0 90.0 90.0 48 62.9 82.7 82.7 00.0 48 88.8 90.0 88.3 90.0 SIDELITE%TOTH 88 3/4"MAX. 30 70.8 90.0 90.0 90.0 � SEE CHART �R NIOSH 30 87,2 88.7 90.0_ 90.0 36 I14 87.0 BS.t 8&1 90.0 36 114 83.8 83.6 88.3 90.0 42 83.8 83.8 63.6 90.0 42 81.0 70.0 80.7 90.0 48 80.4 79.8 79.8 90.0 48 48.3 74.9 76.6 90.0 30 88.3 $9.0 80.9 80.0 30 47.8 74.1 78.7 90.0 36 84.8 84.9 84,9 90.0 36 I'm 48.t 699 74.4 88.9 42 120 61.2 80,5 80.8 80.0 ?d- 42 42.7 88.2 70.9 84.2 48 88.1 76.8 78.11 88.1 J 07 ae 40.6 62.8 87.0 80.1 J j� 11 ?.NMh --_ z�M I 3• 8 3" 3" $ �� 3" 3" 3" 3' O JAMB'JDl' dATtB'JD8' JAMB'JOB' ANCHORS TYPIC:SEE SHEET 8 FOR DESCRIPTION � A8 - 13)ANCHORS TYPE AAT EACH SIDE OF DOOR MULLIONB9 R 3ANCHORS TYPE '8'AT EACH SIDE OF DOOR MULLION CB 3 ANCHORS TYPE 'C'AT EACH SIDE OF DOOR MULLION DS = 3 ANCHORS TYPE 'D'AT EACH SIDE OF DOOR MULLION A4 = (4)ANCHORS TYPE'A'AT EACH SIDE OF ODOR MULLION •• ••• • • • • • •• ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. o MULLION'M01' MULLION'MDR' MULLION'MDR' MULLION'MD4' • • • • • • • • • $ .. • • •.. • TRANSITION MULLION ANCHORS g •• ••• •• • • • •• 6 DOOR-WINDOWALL nor JAY TRANSITION MULLION IRODUCT RIENEwto FLA.PEp' r? PRODUCT RBVISRD C�LB,'3838 aaoomplgineni6t$toPimtda 1 a6mptyMgwlthNrePlB$� t n $ • ••• • • • Rai o Code B98dlOanm o,12 Y 4 • • • • • • • tV 8 ) Acaeptanao No ••• • • • • ••• •4x OoaDate -CIIi •DP8 9 '� • • • • • • • • • • •E Pia - -- • •• • • • • • � e droving no. • • ••• • • Pro at enrol Attain ePredea W07-60 MAk 07 2012 sheaf of t z . . . . . . . . . . . .. .. ..• . •. .. ... . . ... . . TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING 18Y SEE ELEV. SPACING TYPICAL ANCHORS�SEE ELEV. FOR SPACING — — $ BUCKS �t 4 e .3 4 d'q,' c. I 3 4- e •fWOCD 149 DIA ULTPM014 BY'FLOO' Z INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 14 WITH 1-3/8'MIN. PENETRATION INTO WOOD THRU ISY WOOD BUCKS INTO CONCRETE 1VITH t-1/4" MIN. EMBED INTO CONCRETE Q y I DIRECTLY INTO CONCRETE Qai p O Iom I a� WITH 1-1/4"MIN.EMBED INTO CONC. v I � �x m A-NNCOR EDD£DISTANCE$ � ~ ! INTO CONCRETE AND MASONRY= 2-1/2'MIN. Q 1 I UNTO WOOD STRUCTURE = 1" MIN. — -- . — — — — — a Iii III m �m 1/4"DIA HILTI I(wIK CON R BY'HILTI' Vi s !i I INTO 20Y WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS WITH 1-1/2" MIN. PENETRATION INTO WOOD oSEE ELEV.FOR SPACING! •iMETAL I THRU 10Y WOOD BUCKS INTO CONCRETE STRUCTURES WITH 1-1/4" MIN. EMBED INTO CONCRETE o I DIRECTLY INTO CONCRETE I WITH 1-•1/4' MIN. EMBED INTO CONC. �I 4 I ANCHOR EDGE DISTANCESGwff d. INTO CONCRETE AND MASONRY - 3" MIN. ii INTO WOOD STRUCTURE = i"MIN. V? a p L. 0 O 1 A416.DIA ULTRACON BY'ELCO' Q tp lI:P (r] g I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES /�SrS y WITH 1-1/2"IAN. PENETRATION INTO WOOD G W I THRU 10Y WOOD BUCKS INTO CONCRETE Z WITH 1-1/4" MIN. EMBED INTO CONCRETE H. ( iffiTH DIRECTLY 1 J40MCONCRETE EMBED INTO CONC. 11) k' i {li'i{ I ANCHOR EDGE DISTANCES O i !i INTO CONCRETE AND MASONRY= 3"MIN. IjI IjI WTO WOOD STRUCTURE m 1"MW TWO PIECE OR ONE PIECE — J HORIZONTAL —.—.—.— INTERCHANGEABLE !I i� B�qV HEAD&SIU. 914 SMS OR SELF DRILLING SCREWS IST/ST INTO METAL STRUCTURES !! !I STEEL: 12 GAN MIN. (Fy = 36 KSI MIN.) I!iI I ALUMINUM : 1/8'THK. MIN. (6063-TS MIN.)V, $$ Ii!!eI a yi (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ffifi Rn10DUC'i`tiEN13W� I ANCHOR EDGE DISTANCES I •• ••• • • • I'D lilEve veVA the VITA& LNTO METAL STRUCTURE e 1/2'MINT • • • • • • A�tdl e • • •• • • ARecI re?Rdo e a m © t � •• • i N! on D.iF; L JO!$ N ** so* •• • �•• ,REALANTS: MlAmi ePr�ae1 .. Enyr..IA D PRODUCT n .°m . Fla PE yy 70892 as COMPtymg With Om Nlodda p• g ALL FRAME CORNER��Sp,,e�JJ�OFI•N�T�S•�,�MULLION SgE�qMMS AND PERIMETER OF CA.N. a 3.ffdh,,Cudo I O& ° ° • GLAZMf 18EAD TO 'iY'Y s""-M f I'TH SWC044E SEALANT. I � Weng� � :. 20/$ s •° ° ° a a.,, •4.. t b INTERIOR FINISHES • • • ••• ft • NOT BY E.S.WINDOWS • 00D I{jCA AWL?MET:L :TRACTCREI N:T 1Y E.S. WDW. drowln no. TYPICAL.ANCHORS .. ILLUSTRATIVE ONLY uat ho 9 SEE ELEV.FOR SPACING MUST SUPPORT4LOMS IMPOSED BY OWINS SYSTEM AND W07-60 TRANSFER THEM TO THE BUILDING STRUCTURE. MA 0 7 2012 shoat 8 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . MO.SHIM SPACE 4� u 1/4"FOR ANCHOR'A'C' - 1� 1/2"ANCHORS'a,&' MAX.SHIM SPACE MAX.SHIM SPACE A 1/4"FOR ANtoy ISROR YiITHOUT REM 12FOR ANCHOR'A' WOOD BUCKS Q ®FOR%nTSCAPAWY &4 1/2'ANCHORS'B'&'C' O ° -JAMB ANCHORS ONAL 10 4 g 3 S --. - S�t�G S ed• . � " 4MAL CTURES pG LI a - -_-- -- _-.. .......... . ........... OL. OPO. O.L.OPO.t EXTERIOR RS •^' •'? fW�A1E WIDTH OPTIONAL SEE ELEVATIONS � JAMB ANCHORS«' ANCHORED JAMBS FOR SPAONO OPRONAL 00 NOT REQUIRE REINFORCING EVATIONS FFOORR SPACING Q UNANCHORED JAMBS MAY REQUIRE REINFORCING O M SEE CHARTS Go _ - 1/4'M BOLTS WITH NUTS z r',• g� MAX' ALUM REW. AT 8"FROM ENDS ALUM REINF. �F�STEL REMF. SEE SHEETS 3&4 AND 18-1/2'Q.C.MAX. O SEE SHEETS 3&4 V SEE SHEETS 3&4 FOR CAPACITY FOR CAPACITY 0/ FOR CAPACITY O -"1 r" . •e•a•� II 11 -e II VObNCP RENts" n� II eacbmplyhlgwDhlheFloll� • ,' �� ehlln Cale R 8 4 � Acceptance Piol -O - - - - ___- E P11)w Date .. .. .aa' tI •• • • • •• ByIf- 4g • .._Jl.__ • • • • • • • A11ea Dade tlkt, $8 D.L.OPO. 14 000 Enp,.Jn'.O mlaQ IROIIZICY TRBVMBD a n D.L.OPO. D.L OPO. �3J > tanrplYinR lvllh Ula plorlde v •FIA.PiY 708112 UR4IP8(:�10 308.3 b'+ CAN.3558 ign�S4o FINISHES NOT BY E.S.TINMYS • • • • • • • • it $ ILLUS THE TRA ONLY • • • • • • • • • • • • �0 00 LLCl ONr01 L1YCFtY1fIQ OO. • ••• MAR 072012 W07-60 sheat of . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ® - -- �4.V MIAMI-RADE COUNTY APPROVED p LARGE MISSILE IMPACT RESISTANT TRANSOM I f------ r ----j .......I T i Ate.BOR0 ORS TYPEI ABOANOHO��PE MY SEE SHEETS 7&8 SEE SHEETS 7&8 3 ___..•.___i el F DJ..OPD. 0.4 oP0. WITHOUT REINF. ----_-_-_� ALUM REINF. ' SEE SEPARATE NOA FOR DESIGN LOAD (s` SEE SHEETS S&7 �� I SEE SHEETS 8& 7 ^ CAPACITY ` i ©FOR CAPACITY ; I CAPACITY OF DOORS AND DOOR ANCHORS. FOR _-____--_{ % LOWER VALUES FROM DOORS NOA I ,'---------•---i ----- i "------------ OR STOREFRONT SYSTEM CAPACITY CHARTS -MIAMI-RADE COUNTY APPROVED + MIAMI-DAD£COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. LARGE MISSILE IMPACT RESISTAMOOR bj MOE MISSILE IMPACT RESISTANT DOOR i -------------- I ' 11 1 1 I �.»_....�--- - _ 'I1 I --- -----i Q�_� . ---__^---__.. =_-------- ''_ - _ � C] IL Elo t- �' T ii'��i=now paved -T �kx;p\ggncoae=; z .12 ( --------- LEAF'WIDTH.._..__...___=_a �1 ------------------------ 0.4 DPD. .,.,-. LEAF WIDTH D.L.OPO. 72 � � ' .'RuuuCl' as c6mplying gitA Wjbpp(� ltotdiog Code STEEL REINF. . 4mptooeeMo - G ©SEE SHEETS 6&7 --"------------- G STEEL SHEETNSF•8&7 ,j Expil allonoo p ----------....., QJ$ c € FOR CAPACITY i + O FOR CAPACITY f3 i It T3 1 ATNm ---------•I ------------ i $ MIAMI-OADE COUNTY APPROVED + MIAMI-RADE COUNn APPROVED ' pROpTT4y`RT3VISBT) LARGE MISSILE IMPACT RESISTANT DOOR i IAIT MISMLE IMPACT RESISTANT DOOR os oo+8PIY188wiOLU.Milddoo \ 1 1 Bunsua code 12-oa-oe.�67 __________� _ --_ •• •• • • • i i ° niro ____���.�.._t--- • • • - �_......���..________ _ss ---__ _...__-._,..___y rr_ tl"'_Tpa....naaei �6'U4 PE T 82 11 I � ly..a� ----'i _• jl T p tK.all.. � C.A.R� � •y� � gbC . �� i i(".-�.1' -....__j • ...._ _•. .. • 11 f`• Ir _"__I !6U 7i I J I •• • • +I •• • a I ----------------------------� -.__�.—i=T== Y 4 988 rPBM N0. PART NUM8138 quonw D68CINPTI01} MATERIAL MANF./SUPPWBR/9BUARX8 1.750 1.750- 005 t ES8AS REM HOLLOW FRAME HEAD/SBA SODS-T8 t .188 IA ES8007 AS REOD. OPEN BACK MUM HW/SIU. 6063-TS - A 2 ES9004 AS REOD. S4TERMEOIA7E HWONTAL 8083-T& - Y� 3 3 E8&00t AS REOD. FRAME JMfB/MUI.UON BOOS-TS Q k 1.750 3A AS REOD. DOOR MULLION 6008-T8 R 2.750 4 ES8008 AS REDO. CLASS STOP 8083-T8 - iSG ii�S 125 8 ES8002 AS RE00. MULLION SNAP-IN MATE 6005-T5 O 129 8 ESWOJ AS RE00. SHEAR CLOS 8008-T8 ,� 4•�° 7 AS REOD. W MOR BULB GAS W VINYL 8 656009 AS READ. SPACER/SR.K�tiE STOP 3.984 5.000 3.750 5.000 3.780 IIA _ AS REOD. BUTTON BUMPER SILICONE - qq 10 - AS REOD. SETTWO BLOCIL AT 1/4'POINTS NEOPRENE 3/16"X 1/2'X 2'LONG G O HALLOW FRAME HEAD/SILL 11 t2 X 1-1/2 4 CORNER ASSEMBLY SCREWS PHSMS STEEL to - AS RE00. MULLION STIFFENER 8005-T8 - + iA 4.988 13 AS REOD. MULLfON REIPWORCINO CHANNEL STEEL - - 1 ---3.750`��''{ 14 AS REOD. LNLUON REWFORCWO BAR STEEL 208 O 1.750 2.750 ® FRAME JAMB/MULLION ® DOOR MULLION p-t.472 -lb T°YP78. .578 + V d ! O] 4 l---3.984 .253 t OPEN RACK FRAME HEAD/SILL A04O94 $Q n rO d 4.968 3.308 3.736 g zZ Ci 4.834 ao f/�ON�v L�7 3.750 1•750 1.578 ®MULLION SNAP-IN MATE 12 STIFFENER ° O78 R 1.000 M-3.984 .578 .188 gwBUCTRmwIPb a+caaM>faawlm the FbtJ�6 gelding Coda 4eeeptoneeNo O INTERMEDIATE HORIZONTALol EyMreHaaDete r' 038 .m • �� • • • • •• >�s • • • • • • • N7 a m ,188 • 9Uoai DAdoPrdhtLN0. 1,786 • • • • • • 3.738oo 094 3.229 11 • •k9.0 • • • 4.000• •a 082 rn'. •• ••• a• • • • 'F41on A1U W PRODUCFRBVISED CRAIL tYP. ,FTA PE. )08,92 as wlRpfyiuS VAIll IIID lnotld6 9ryH� &+Odtug Cada 1.117 (711.000 ."'"" AacoptAnooMo L4•• • • • f3__ • • Dr • • 1= • • • . • • • A4�ml ad4P bo drowing no. • ST&99L REINF�• �1G• &�4• O• • W07_60 13 • 14 • ® % ss sroP © SHEAR CUP 38 KSI LIN. F Oil 2012 6n6et t t° i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f •, i ` I C I amTO MATCH JOINT SECURED WITH®B SATS a (3)PER SIDE OF JOINT ALUh ANGLE 1/e" BERT TO MATCH JOINT SECURED WYH#B SMS n M a (3)PER SIDE OF JOINT p -QRCULAR OR ANGI D CORNERS n #1128X 1/2- Q12 X t' PH sms / HORIZONTAL CORNER / A N � • • • • • ai,�t®DUCF[aSNRtY1PA _ PRODIlCTRR`ltSliF7 RR BY �� •• • • •• • •awclmp>ltftwUhIke Florift asaamp1 VviikUwBtsddo P 9aWingCode •E V�•!w AuRdtngCodal AcceptaneeNol3-0115.0l6 .erm of E IratloaDate ^gyp/� F�ULC TOBe2 Aacepinarox •• i s • ptI dc Coat of I • • • • • • • • • MAR 0 7 2012 drawing no. DOOR MULLION CORNER ••• W07--60 sheet 12 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t , MIAMI-1 ADE 111UNH—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIMTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dagLg2j/eLono= E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 AHJ 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 Cotgrtye Product Control Section that this product or material fails to meet the requirements of the aolic,#bje building Lode. This product is approved as described herein, and has been designed to comply wIth tife Flor d4gu`ilding� Code,including the High Velocity Hurricane Zone. • 80 000000800 ...... DESCRIPTION: Series"3000"Aluminum Outswing French Doors w/-vvo Sidelitasr L.M.1.... . . . APPROVAL DOCUMENT: Drawing No. W04-51, titled "Series-3000 Alum. M%ving Fr8dff Doors": (L.M.1.)",sheets 01, 02,2.1,2.2 through 06& 6.1 of 10,dated 06/10/04 with revisloari'%"dates*02& 4/12, �; • prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., Vang the Miavi►--Dade • County Product Control Section Renewal stamp with the Notice of Acceptance nu=nber tid Expiration date,,, by the Miami—Dade County Product Control Section. . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• ' :"' ' LIMITATIONS: 1.See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options; 2.Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Columbia, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0308.40 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. �Mi•ae►nE courinr NOA No.144722.13 Expiration Date:September 16,2019 . r Approval Date: September 2, O 4 ' `' Page E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subtnitted under previous NOA No. 12-0308-40) 2. Drawing No. W04-51, titled "Series-3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1,2.2 through 06&6.1 of 10,dated 06/10/04 with revision"G"dated 02/24/12, prepared by Al—Farooq Corporation, signed and sealed by Javad,Ahmad, P.E. (Submitted under previous NOA No. 12-0308.40) 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 101-44. •;;; ; 5) Cyclic Wind Pressure Loading per FBC,T ;j 2W-94..:. 6) Forced Entry Test,per FBC 2411.3.2.1,and-TA&202-94• �; along with marked—up drawings and installation diagram jjP*AijminxO*bt4swinA ' French door w/ Sidelites, prepared by Fenestration Testin 'L'aborato •'1nc, No.600.:.. . 00000 00 : 0 FTL-5938R,dated 03/29/10, revised, reviewed,signed and seged by Jorge A.f ausq ..... P.E. 0000.. (Submitted under previous NOA No. 09-1217.03) •: . . . . 0000.6 0000.. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--"94 :6000: 2)Unifoz7n Static Air Pressure Test,Loading per FAC,T&J�M-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked—up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938,dated 10/01/09,signed and sealed by Julio E. Gonzales,P.E. (Subtnitted under previous NOA No. 09-0825.04) 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS-203-94 along with marked lip drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5164,dated 08/01/07,signed and sealed by Carlos S. Roinda,P.E. (Submitted under previous NOA No. 07-0828.09) Jaime D.Gascon,P E. Product Control Section Supervisor NOA No.144722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 E-1 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -3947 and FTL-3955, both dated 02/04/04, signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 03/01/12, signed and scale.41- 3avad Ahmad,P.E. : •••• ••••:• (Submitted under previous NOA No. 12-008.40) •� e •••• • sees.. s.. 2. Anchor verification calculations and structural analysis, conj;jjKg withseFe$sC-2007s„ee prepared by Al—Farooq Corporation, dated 12/08/09 signed.arid sealed 4yeArshal'• • Viqar,P. E. sees sees ee:e s• (Submitted under previous NOA No. 09-1217.03) 00:00: ease : '•'•' 3. Glazing complies with ASTM E1300-04 •• •• •. ••..•• s s sees.. s . . D. QUALITY ASSURANCE . •••e• • . •ecce• 1. Miami—Dade Department of Regulatory and Economic Resources(RER). :"' ' ecce E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 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. F. STATEMENTS 1. Department of State Certification of E.S. WINDOWS, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/03/14 and signed by Kurt S.Browning, Secretary of State. 2. Statement letter of no financial interest, conformance to and complying with FBC 2010, issued by Al—Farooq Corporation, dated 02/24/12, signed.and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0308.40) - Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 E-2 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONtINUED) 3. Distributor Agreement between Energia Solar, S.A., Barranquilla, Columbia and E.S. Windows, LLC, Florida USA, dated 10/20/10, signed by Ms. Carla G. Toirente and Andres Chamorro,respectively. - (Submitted under previous NOA No. 12-0308.40) 4. Laboratory compliance letter for Test Report No. FTL-5938R,issued by Fenestration Testing Laboratory, Inc., dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo,P.E. (Submitted under previous NOA No. 09-X217.03) 5. Proposal No. 09-0225,issued by the Product Control,dated 06/17109, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1217.03) 6. Laboratory compliance letter for Test Report No. FTI-5938, issued by fenestration Testing Laboratory,Inc.,dated 10/01/09,signed and sealed by:uli p,". GonMe's,P.E." (Submitted under previous NOA No. 09-0825.04) 0.00 :•0 0 0.6.00 0000 006..9 7. Proposal No. 06-0411R, issued by the Product Control, dated.QTW/07, revised and signed by Ishaq Chanda,P.E. •• 0000 . . (Submitted under previous NDA No. 09-0825.04) 0000 0000000• 0 0000.. 000. . 0000. 8. Laboratory compliance letter for Test Report No. FTL-5164,0*issued by Penes ration ;• Testing Laboratory,Inc.,dated 08/01/07,signed and sealed by 4S S.Roinda,P.E. (Submitted under previorts NOA No. 07-0828.09) ' ' ' . . . . . 0000.6 9. Proposal No. 06-0411,issued by the Product Control, dated 02Y061%, sigr N;Ishaq.... Chanda,P.E. •' ' "" ' (Submitted under previous NOA No. 07-0828.09) 0 0 10. Laboratory compliance letter for Test Reports No.'s FTL-3947 and FTL-3955, issued by Fenestration Testing Laboratory, Inc., both dated 02/04/04, signed and sealed by Edmundo J..Largaespada,P.E. (Submitted under previous NOA No. 04 0712.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.40, issued to ES Windows, LLC for their Series "3000 Aluminum Outswing French Doors w/ wo Sidelites - L.MJ.", approved on 05/24/12 and expiring on 09/16/14. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 E-3 1463/8- 78" tr u $ FRAME WIDTH FRAME WIDTH AT M (4)TC.ANCHORS STILES 33 11/18° 73" 33 11/f8° (4)ANCHORS 73" I AND MULLION ENDS FR.HEAD&SILL FRAME HEAD&SILLFR. HEAD&SIL1. AT MTG.STIES FRAME HEAD&SIU. FF8' CO%SERS A C 8° SURFACE APPUEO MUNTINS 'How—SILL 3° 8° 3" SNOT HE F r �~ ��� 7", ♦ 3MAYS BE USED CORNERS C \ FORSEE CAACITYtt t Q v \ M 41 /ji G LOCK OAMONS It J /�j G ; LOCH aPTONS tl�J _= ii 1t SEE SHEER 2 SEE SHE 2 fig{ FOR CAPACII�Y -= 1 +IE_;F.- FOR CAPA�Y B ACM INACTNE ACTNE \I WACTNE *y z l 12" 28 8/18° 28 3/18" FI D 28 8/18" &ITT HINGES 28 3/18° H i $ D.L.OPO. D.L.OPG. SIL D.L.OPO. 10 SEE SHEET 2 om CFRONBWH�I-OPO, SRL FOR CAPACIN���yhng With tw Ptd 33 8/18° 38 13/18° 33 5/10' �wF �3 2 PANEL MOTH LEAF WOTH ( OXXO PANEL WIDTH i mug i . TYPICAL- ELEVATIONS 8 TESTED UNITS 'Jami Die Pmnwft dnct COaha1 R SERIES-3000 ALUM OUTSWING I?RENCE) DOOR �� p AND E BOLTS OWN ACCTTNE LEA'ON INACTNE LEAF APPROVAL.APPLIES TO SINGLE(X) AND DOUBLE (XX) LEAF DOORS SEE DETAIL 0 ON SHEET 5. WITH OR WITHOUT SIDELRLS. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR INSTRLlCTLONS: 1 •r1 P � • o�_ THIS PRODUCT HAS MEN DESIGNED AND TESTED TO COMPLY WITH YHE USE CHARTS AS FOLLOWS. a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY •• •• • • • • •• HURRICANE ZONE(HVHZ). ,STEP, DETERMINE DEMON WIND LOAD SEGOREMINT WASS • • • W r n ON WIND VELOCIWA BLOC.How,VBt.OTHESE PRODUCTS ARE RATED FOR LARGE& SMALL MISSILE IMPACT, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE OSCE 7 Si11WM. • • • e•• • SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. STEP FOR SINGLE(X)jpq IOUW4 CAPAS• • ••• V ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS SEE LONER VALUES FROM OLA55,HINGES.LOCK ANDrt e EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CvvtL FRAME SILL OPTIONS USED FIA mj wm C ANCHORING OR LOAD=CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. B NOT PART OF THIS APPROVAL. STEP 3 FOR SIDEUTE PANEL(0)CMACRY SEE SHEET 2.1. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SID COMBiNA WITH DOOR QR StItEUTi • ••• � MATERIALS INCLUDING BUT NOT LA TIED TO STEp�,{{METAL SCREWS, THAT WE MULL1 1C(IY TON SHEET•2.7000 • • ••• • i drawirfg no. COME INTO CONTACT WITH OTHER DISSRRLAR MATERv,Ls SWILL MEET THE EP g THE LOWESrLMLd RE No�RO� EPS�:• : ••• W04-51 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. AND 4 SHALL AP•Y TOO yra�Elk 0 ahaet�of • • • • • • • • • • • •• •• • • • •• •• 000 0 • • •% • • . FItALIE mo �� 0 'X' DOORS ro DESIGN LOAD CAPACITY - PSF(GLASS AND HARDWARE OPTIONS CLASS TYPES HINGE$ LOCKS 0 � / K FRAt6E HEIGHT FRAME WIDiH 'A', 'D' & 'D' 'C'& 'E' 'F' OPTION '1' OPTION '8' OPTION 'L' OPTION INCHES INCHES EXT.(+) WT.(-) EXT.(+) INT.(-) EXT. {+) WT,{-) EXT.(+) INT.(-) EXT.(+) INT.(-) W.(+) INT.(-) IXT.(+) 98-3/4 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 1�.0 120.0 70A 80.0 100.0 120.0 a 39-5/8 - - .00.0 80.0 100.0 120.0 80.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 9 \ NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. QO FRAME WIDTH 0 'XX' DOORS 40 N DESIGN LOAD CAPACITY- PSF GLASS AND HARDWARE OPTIONS) / \ GLASS TYPES HINGES LOCKS J //0 \\ FRAME HEIGHT FRAME MOTH 'A'. 'B' & 'D' 'C' &'S' 'F' OPTION 'I' OPTION 18' OPTION 'I' OPTION 18' /% .•if'\ INCHES INCHES EXT.<+) INT.(-) EXT.(+) INT.(-) EXT.(+) IIT.(-) EXT.(+y INT.(-) W.(+) Wi. (+) IMT. 95-3/4 71-3/4 70.0 SDA 90.0 90.0 90.0 90.090.0 90A 90.0 70,0 �.0 90.0 90.0 / 78 - - 90A 90.0 90.0 9OA 90.0 90.0 90.0 811.0 70.0 80.0 90.0 90.0 1� \ / \\ / HINGES: LOCKING HARDWARE: WATER INFII.TRATION LIMITATIONS: } D / QPM ACh_LES: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTEOOR LOADS FOR ALL CASES AS FOLLOWS J a THREE PIECE ALUM SVrT HINGE BY'E.S.WINDOWS' OPTION pt: STD.SILL- +70.0 PSF(X&XX DOORS) W3 HINGES PER LEAF AT It"FROM TOP&BOTTOM M-RISE SILL- +00.0 PSF(XX DOORS) O AT MDSPAN SURFACE MOUNT ODD SOLT LOCK BY'YALE' +120.0 PSF(X ODORS) Q FASTENED TO DOOR FRAME AND LEAF WITH AT 45"FROM BOTTOM,KEY OPERATED ON o f10 X 1"FH SMS EXTERIOR AND THUMB TURN ON BNTERIOR G1 n M 8)SCREWS AT FRAME, (5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-2B X 2-1/2'OH MS o Z3 OPTION422; LEVER TYPE METALLIC HANDLE AT 37'FROM 1.500 2.000 z fi333 ALUMINUM FASTENED TO ACTIVE LEAF LOCK STU BOTTOM, FACE MOUNT 2 WING ALU PIVOT HINGE ITV'MASTER'MASTERACCESSORIES' .}� a WITH EXTRUDED 9NUM BA9E,DIE GIST ALUMINUM WITH(2)®8-32 X i-3jk'PH MS. W V7 v COVER PLATES,ST.STEEL PIVOTS AND OALV.STEEL SFSf W of 2 BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' STD. BILL DI-RISE SILL P2PER LEAF AT 12"FROM TOP&BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE O ASTFJNED)HMIlOE3 TO DOOR FRANIE AND LEAF WITH FACE,LOCATED AT 12'FROM TOP AND BOTTOM 5/16-24 X 1"FH MS(2)PER WING FASTENED TO LOCK STILE WITH #8 X 3/4'FH SMS(2)SCREWS PER BOLT Pt;OBOCYNRYIYip Q.L. OPENINGS, OPTION a2: • - D.L.O. HEIGHT m LEAF HEIGHT - 8.1875°(STD. 80T. RM) FSR K SYSTEM BY INTERLOCK'AT 39" 0 c D.L.O. HEIGHT a LEAF HEIGHT - t 1.3375" (HI RISE B171'. RAIL) HANDLE ACTIVATES DIAD SOLT AND SHOOT BOLTS D.L.O. WIDTH - LEAF WIDTH - 8.625° ENGAGING AT HEAD AND SRL lmwwp KEY OPERATED ON EXTERIOR AND THUMB TURN ON mw INTERITYIDTHSt FASTENED TO ACTIVE LEAF LOCK STILE WITH PRODUCT REMW13D NOMINAL WIDTH FRAME MOTH LEAF MOTH DAYUM OPO. (2)#e-32 X 2"04 MS i2i:2i -1/2' -11/te -1/16° l�Iwida IlZOGZ.2/6(X) 31 1 > 3/0(x) 37-1/2' 34-I1/t6" • •T• • • • •• 3/4 M-5/8" 28-3/16' NOTECONCe"DdFLUw BOLTSByersu m&ASSOC., q 5/0 X) 89-3/4' 20-1/16 DOOR WIDTH AND HEIGHT MUST ddAUAICY OPwwEObLrUR •AOL•Rb ON Ng� Contin COMPLY WITH.EGRESS REQUIREMENTS 013WEtiAC 01`42*SItE SttJ"D AT* 6/0(XX) 71-3/4' 34-11/16' 26-1/t6' • 12'In TpP WD4.W.W.• • • kd;owEng PER fBC WHERE REQUIRED. •• FA1;T ro♦OCK SRFEWTNI • ••6/4(X10 76' 38-is/I6' 2a-3/16° $B X s/a°FHSMAS(2)PER BOLT �P ®��HEICTHTSt CAN. DAYLTTE OPG.sTANDARD Hf-PROFILE NOT£: • •0000,,,,,,•''' • • •NOMINAL HEIGHT FRAUE HEIGHT LEAF HEit'}.(i' 80tTOMA RAIL BOTroM RAIL GLASS C ES THIS SH�'.I 7lRC ••• o s ��6/8 79-3/4° 77-1/4" 69-t/18• 65-5/le• BASED O M E 00.04 (a SEQ OUsi6)• • • w8/0 95-3/4' 93-1/4• 85-1/16• 81-5/16• AND FLORIDAQBUILWMG COMMISSION • • • �� DECLARATORY•STAT@MENT D",4-DE13-219 sheet of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAttE ti7DT u � A ro� STATIONARY PANEL (0) OR SIDELITEB WATER INBILTRATION LIMITATIONS: Z DESIGN LOAD CAPACITY- PSF O E E WHERE WATER NOR RESISTANCES REQUIRED OLA88 TYPES LUT EXTERIOR LOADS QAOS FOR ALL CASES AS FOLLOWS � 1 i FRAME HEIGHT FRAME Wp7IH 'A','B.'D' 'C`,'E' 'p' STD.SOA a +70.0 PSF Fccc FT./IN. INCHES Ext.(+) NT.(-) EXT.(+) NT.(-) W.(+) INT.(- HI-RFSE SILL- +90.0.PSI: 8/8 42 Tao 60.0 90.0 9OA 90.0 90.0 11 2A00 7/0 39 70.0 Bao 90.0 90.0 90.0 20.0 8 8/0 36 70.0 80.0 87.8 87.6 90.0 90A fXi gg (o) STD. RILL III-RISE SILL D.L OPENINGS: 4 O.L.O. HEIGHT t£AF' HEIGHT - 8.1878" (STD. 6OT. RAIL) Q D.L.O. HEIGHT LEW HEIGHT - t t.9375"(HI RISE BOT. RAIL) D.L.O. WIDTH PANEL WIDTH - 4.000" 3/18"H.S.GLASS 3/18"H.S.GLASS 1/8'H.S.GLASS 1/8'H.S.CLASS 090"INTERLAYER .090'94TERIAYER .090"INTERLAYER .090"INTERLAYER 'DUPONT SENTRYGIAS' ;DUPONT BUTACDE PVB' 'OUPONT SUTACLTE PVS' 'DUPONT HUTACITE PVW J �+ 3/18'H.S.CLASS 3/18`H.S.CLASS 1/8"H.S.GLASS 5/32'H.S.GLASS J gi SILICONESfUCONE DOW CORNING 795 DOWSIuoONE DOW CORNING 795 DOW�RNING 798 n M DOW CORNING 785 �`' �''' t`) s 3 3 u 3 z !1 Sm m I' I • - 1 y 1 � >i g m GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 1 GLASS TYPE 'D' �•���� .•d1Nl� im �IrNNr•Ne ' c���0 1/8'H.S.OIASS 1/4'H.S.CLASS ABO"114TERAYER ABO'INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT SENTRY01" 1/8"H.S.GLASS 1/6'H.S.CLASS 0 DOW SILICONESILICONE 795 DOW CORNING 789PI •• •••PR U RBI�WR!. •• ' g g • • L D o2 coon awm"m MFaml vato Pm.11toconbul FlA'Pt SIL 70882 C.A.N.3»38 I�rE: • •.�G�ASS CAPp•CITIiS ON THI: SHEET APE •• *BASED ON AST(0 ES3Oq-fliF�Q S-11C,•Gusrs) ti� arawlo GLASS TYPE 'E' GLASS TYPE 'F' • i ! D•F'L A q��fL�L NG�C6M1Ivlj$SIp • GL.e2•ING OPTIONS • ;M W +VEEEEMENT DC/t�5- j(! 219 l W04-51 ehaet 2. 0 7 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` MULLION C A A C C A C n DESIGN LOAD CAPACITY - PSI? DOOR TO SIDSLITE TO 81AEL[TE MULLION $IUELIPE GULL J //L E i L J L H J //L \\ Q 9DEI)TE WIDTH FRAME HEIGHT UNRffiNFORCED BE REINFORCED DICHES FT./iN. EXT.(+)/INT.(-) EXT.(+)/WT.(-) EXU(+)/WT.(-) 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 1 90.0 33 6/8 $0.0 80.0 90.0 D $ B D \ 11 1 0 \ a 0 \ 8 ^F n 38 80.0 80.0 90.0 39 80.0 80.0 90.0 (OX) (0X0) OOX; (XOX) p a I 42 80.0 60.0 90.0 ( ) C h 24 80.0 B0.0 96.0 W 27 80.0 80.0 90.0 A C A C A C 30 7/0 80.0 80.0 90.0 33 80.0 80.0 90.0 38 a0.0 80.0 90.0 /c. E F 0 J F O E H F O 39 80.0 80.0 90.0 � % /% % \ E 16 78.9 _ 80.0 no % % 21 74.8 80.0 90.0 24 71.1 - 80.0 90.0 27 6/0 87.9 80.0 90.0 30a$.o 80.0 90.0 9 D \ / B p \ / a 0 \ / 33 82.4 78.9 90.0 -- J 36 60.1 78.0 90.0 t Oxxxx0` (OXXO) (LXX) J w t f ( ) �n( Ma �z UNREINFORCEO REINFORCED REINFORCED W ODOR TO SIDEUIr MULLION TO 40Et R n I IOM O NOTE: FOR DOORS CAPACITY SEE SHEET 2 pBpDOT:r��$�',.tDe�• FOR SIDELITE CAPACITIES SEE SHEET 2.1. s FOR SIDELITE MULLION CAPACITY SEE CHART ABOVET1s�J LOWER VALUES FROM DOORS, SIDELITE OR MULLION !w+°P °gAle CHART WILL APPLY TO ENTIRE SYSTEM. OP "SlDE.LfTE0DT.H DOOR WIDTH 81DEUTE WIDTH SIDELITE WilO • •• • d - • •• ••• •• • • e •• Engn JAAD S FIA PE 70692 CAN.3836 as ['F RRNRW� 1 E ffi=npsumplylnS with OLa FtorWa L 0 ® .••• ..•. A wmd�o�a• /NN�•• O�•L• e`9i . drowing no. SIDELRWIDTH DOOR WIDIN • 0 : MlamjlP artW04-51 • • rol aheet2.2of • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANOFIONS .SEE ELEVATIONS POE DIST. M.1 ANCHORS FOR SPACING ley SEE ELEVATIONS HOOD BUCK FOR SPACING ;M1 EO,OE A' n• •e � q Li .d� Q 8 QLi ® I21lei O 21 1$ Ig 8 Q Wr 2 S PROIETR IOTN 31 3f OPTIONAL rRIM o c p k7 WWW $� 31 3 �Yyypy,wtMRUieiilaridr. ��A 2$ 2$ N• � g $ $ , 3 $ $ t`✓1PENETO TRATSILL ION � ` — Ois a lg B © o as 2 zl — � • ���� 3 'a • iy • • • RI—PRoMB BOTTOM RAIL u o w u. n f 1d •• APPUCARLE T0,STATIONARY 4 • •i • • • PI•tO bPERAALE•UNITS • • • u -, a. r •. .a •i �::: •.•:v •• •�..1�(SB•1>'i2�MS SILL ° 60. Cy . G •. v`.: a•..• .V.�- .. •: APPLICABLE TO STA7[ONARY R CAN bS7 " gg aU� • v a • Me 8 # v TYPICAL ANCHORS 3/1$'X t—i/2"• �l�L ANCHORS PRODI=RB OWED E UNITS 3/18"X f—t/2" SEE ELEV.FOR�ACINa SL SEE ELEV.FOR SPACiNO NEEP SLOT NEEP OT • ••• aucompNylyg� Florkla<• • 2/SILL AT XX DOORS Autld,ng Cada •/t� t drawing no. /Silt AT SlDELTTES i/SQL AF X DOORS ••• • AeceP 6m� � /• !j,, EDGE DIST, EDDE DIST. • • • STATIONARY UNITC pp�gppT,ta7 �NITS� �• •� • • � Q. W04-51" Dade PIG&Kt Cbnhal • • �� sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • £OGE D1ST. TYPICAL ANCHORS SEE ELEVATIONS ` SEE EL ANCHORS C1 FOR SPACING SEE ELEVATIONS Iy FOR SPACING EDGE 01ST, z LOYAL MIAMI—DARE COUNTY APPROVED Q STRUCTURE SEE OSEP RATE NOAN AN(XiORS I ELI h ` \ WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ty RUST SUSTAIN LOOS IMPOSED BY GLAZING AND TRANSFER THEM TO THE BUILDING STRUCTURE, Q TYPIteLL ANCHORS L� SEE ELEV.FOR SPACING 8 �''—ICAL ANCHORS I SEE ELEV.FDR SPACING 5 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 RSI.Fy.+1t18 Ks.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY U 1-I/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") n M INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy m 38 KSI MIN.) CIE z G' ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t!1 N TYPICAL EDGE DISTANCE O INTO CONCRETE AND MASONRY 2-1/2" MIN INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SIU.OR JAMBS Pa . 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g WHITE/ALUMINUM COLORED SILICONE. p tme Wg nNMIW*A Pml* g 7 r ry• Lu • •• • • • • ••• • G •• •.• •• • • • •• Ertpr:• AfOAD Q PRODUCTRCNIIWED FIAas ••••.••• •.••• • AttavCt.analdNaato with nthe Hanarmiis •/•/T • •••.•JL �CPAP. NE.1571M 2 0di cep $drawing.33ti� no. Biem1RdcP W04-51 •. a ereheot 4.of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS t t INTERIOR EXPOSED FLUSH BOLTS MUST 8E ENGAGED DURING PERIODS OF HURRICANE WARNING) i/4"MN(.•. O I1 AT 10"FROM EACH END d10 X S/4°SMS O.0 ENDS © CONCEALED RUSH BOLTS - h 14°'O.C.tlaX. t2 AT 10"FROM EACH END 0 B ••4 13 ACTIVE LBAF IN-ACTIVR ISAF - 73 7 18 /T I B Y. 9Ewl y7M�`py8y 21 21 4 .. B e•• 177 ����� O.l.OPO. D.L.OPG. o _ SIDEUTE PANEL VAOTH LEAF WIDTH FRAME WIDTH Fd 34 TYPICAL ANCHORS OPTIONAL REINFORCR10 EXTERIOR OPTIONAL TRIM FORSPACINGsS ACING SEE SHEET 22.2 QX cAjgPacm ( oxxo ) (JJ FULL LENGTH SIL.CHANNEL J AC (STEEL TO BE PAINTED OR PLATED) 0-0 g ZhM� TYPICAL.ANCHORS Z�^ SEE ELEV. ✓vf' fV FOR SPACING 18Y I 1/4,°„AMAX. N Y100D BUCK OPTIONAL REINFORCING SHEET 1/4°MAX. 1/4°MAX W X2 z BFOR CX tACITYB° n� FULL LENOTH Ss4 CtiAN Q. 7 SHIM SPACE 8 SHIM 2 O ® 2 (STEEL TO HE PAINTED OR PiATED) R B • WOOD ¢ 13 ACTIVE LEAF OR ACTIVE LEAF i VJ00 STRU RE v r `-? 8 • • • • ANCHORSg 17 7 • •• • . . . sP G X-0 ) y L TYPM/d-ANCHORS O.L.OPO. ••• •.i •• • • i i •• n dAVAO AHIdAD pkOMu"�gqs 8Y SEE EM. FLA PES 7GS92 I. PIYI°g W to ft RTelids 1 n MEM FOR SPACING LEAF VADTH PRODU pp RYTOIai Code iT STRUCTURE /� CAN.'36� �name DuIW1A8rbdevld� g�2Z••l3 1Ftiert4Mt ,3 FRAME WIDTH •• M faaMNo • M '9 EXTERIOR ••• ,P Lon at • • drowing no. ( X ) • . . . F W04-51 • •• Mia.-M.)ude H M.onhnl • • • • *96 s eet Sof 7 •.• • • . • ••• • w • • • • • • • • • • mm B PART D I QUANTITY DRSCIBPTiON MATERUL MANF./SUPPUBR/RBMARKS 146y 1 ES3001-1 I FRAME HEAD 8083-T6 - ro 2 E33001-2 2 DOOR FRAME JAMB 6063-T6 - 3 ES3002-1 1 FRAM SILL(STANDARD) 6063-Ts - Z 3A ES3028 1 FRAME SILL(M-MSE) 6063-Ts - Q + 4 ES3OD3-1 AS MOD. StOELRE ADAPTER 8063-TB - al s ES3004 AS REOD. SHEAR PLATE®ANCHOR LOCATIONS 0063-T8 3"LONG 6 ES3005-1 2/LEAF TOP AND 80TTMI RAR 6003-T5 - BA ES3024 2/LEAF HI-PROFILE 807TOM RAR 8063-Ts - 7 ES3008-1 i/LEAF DOOR LEAF JAMB-HINGE SIDE 6063-TS - 191 191 V S ES3007-1 1/LEAF DOOR LEAF--LOCK SIDE 8003-T6 IS 9 ES3007-2 1/LEAF DOOR LEAF- KEEPER SDE 6083-T8 - gg0QQ QQ oq .10 E53008-1 AS REGO. SOEUTE SIRE 6063-TS 11 FB-1202-914 2/LEAF EXPOSED FLUSH BOLT STEEL SUUfVAN&ASSOCIATES 12 FB-1202-914 2/LEAF CONCEALED FLUSH SOLT .STEEL SULLIVAN&ASSOCIATES �+ 13 ES3011 AS REOD. JAMB TRIM 6063-Ts OPTIONAL ' 't 14 ES3012 1 SILT.COVER 6063-TS - Milo is ES3013 2/LEAF WEATHERSTRIP ADAPTER 6063-T6 16 ES3014-1 4/PANEL PANEL CLAMP 6063-TB 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6063-T8 SEE SHEET 2 17A - 2/LEAF PMT HH NGES - SEE SHEET 2 19 - - DOOR I=(SAVANNAH 2O1SL) - YALE g 20 - OEAD BOLT LOCK(PREMIER) - YALE d. 21 W2232ING AS REOD. FlN-SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELRE PANELS U 23 - t/HINGE HINGE REINFOROINO BAR ALUMINUM 1-1/4'XI/B"X4-1/4'LONG 24 - AS REOD. HINGE REINFORMNO BAR ALUMINUM t/8'THHK.X 7-710'LONG Q 28 - 2/LEAF 3/8'PHA.THREADED ROD W/NUTS STEEL - 28 - AS RECD. FRAME ASSY.SCREWS - 010 PAN HEAD SMS n M 27 - AS RM. MULUON REINFORCING CHANNEL A36 STEEL - Z FJ 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE 3 Z 29 ES4019 AS REOD. PANEL SRICONE STOP NEOPRENE - C3 30 - AS RECD. 31W DIA.X 1/8"HT.BUMPER SILICONE FRANK LOWE RUBBER CO. �l 31 L'S4013 AS RECD. WEDGE GASKET EPDM OUROMETER 73*3 SHORE A 32 ES= 2/STILE FLUSH BOLT BRACKET 8003-T8 2/OXT. BRACKET INSTALLATION SCREWS - ff0 X 1'FH SMS Lq/LGN A9 REOD. i DOOR PANEL W'STRIPPINO SCHLEGEL �TW10 no VA" (tats b �� • • • • • • • • • yy •• ••• •• • • • •• Enpn an d PRODUCT'RBNBWBDFl CAPE Um ^� ism sompfytng with tba Plasids ButfdingCode ,/q ••• • _ - j droving no. • • • • � �• �mnij?ndd Yro6uN bnmcB • • • C� W04-51 • • ••• • • • Bh96t 6 of 7 ••• • • • • ••• • • i i i•••� i i i i•••i ••• • • • ••• • • • 4.000 2.125 .� J�1.779 ��. 1�� 11.378 11 �'TI .225 •BBB + 1.500 I .105 z 2.250 0 �0.3�12 1"� .078 IWEDGE GASKET ( t:t)b 2.018 L�Ui (D@ FRAME HEAD/JAMB3.350 ® p h �. t eoe� ole t� �• � 2=0 .388 2.674 L t8 WEATHERSTRIP ADAPTER SHEAR PLATE 8/STEEL rw 1.780 tII�Q ED 3500 � . .800 .099 E .078 450D '�22. 0 w JAMB TRIM (OPTIONAL) 590 3 PIECE HINGE © TOP/BOTTOM RAIL IETI .250 ' 1 zrJ:: 2.874 .125 pRODU}PRE1�dfi�Darida .078 lluildtngCode ��D ! •J✓ {� 385 18 PANEL CLAMP A,,,* ma No 750 7! 2.000 MULLION gContm Q REINF. CHANNEL °"`i a ry �y 3.3150 '813 2183 $ $I .880 1.1x9 1•YO90CT ptGVikV.H pg y,1 .490 .078 4 wm et6 me" € € p SIDEUTE ADAPTER +.7BQ �, ,913 . °` 1.148 ,_ a+ptne4 aj Q .oB2 B .094 .503 ' I "•$ $ o7B -g 4.9271--� ,o SIDE LITE STILE a,aoo • to SILL COVER 7280 •• s E L (S D•L •• o w o n 4.820 X50 • • • • • • • •. 4.000 089 .813 •• •• ••• • •1 001• • • .®82• on I FLk PE 70592 •• .•9•• 1. 8 • "gn.JAVO AHAWO C Q 1.984 Sg BA.& 838 1 M X33 1.750 .890 2.000 • • 8663.094-1 • • � .913 a.4tro� •• T- ,07 • • ••• • • drawing no. lo-l.7so�l • • • • • • • • : W04-51 O7 HINGE STILE ®� LOCK STIL£/KEEPER STILE HI-PROFILE BOTTOM MML ® FRAi. SILL•(HI--RISE} • �P shoot6.iot 7 9 0 • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2233 f h � 2 ERME TOP CORNER M i ;l y DOOR LEAF CORNER STATIONARY PANEL OR ODELITE CORNER tllL}DtYC'PN2Vutlto � �� wMl[tylnawo Me N1sA8+. A�•gmaua ws Lrplretlo,.ats a. • • •• • • • • ••• • FRAME EIOTTOMIQWNkR dm PRODUMONEWED PIA.PE/70892 oswmplybfBwlthtbaFtems 3838 EoildlnBCodo • ••• Acmptm No 'T'— ` �C •`W✓ $ 8 5 •ii <f--- •, • • i tiQ�� draw ng no •. •• Min I=pgoP antro ••• ���"'111��� 1M1r04-59 ahaet 7 at 7 • • • •• •• • • • •• •• e CORPORATION UlmCONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1. Client . INFINITE WINDOWS _FCl4 LUDICKE RESIDENCE 3�ZSVIS 2. Project Name ��/a_ e 3. Project Address ; 526 NE 97 ST MIAMI SHORES FL 33138 CITY STATE ZIP 4. County ;MIAMI DADE ."". . . .... ...... 5. Building Height : 25 FT. • ...... .... ...... • 6. Building Dimensions : Length FT. Width FT. `... .... ..... • e ® Slope e See Figure 1 below "•••• ••` � �•••• 7. Building Roof Slope ❑ p ( ) ..'..` `• •••••• 8. Risk Category ❑ I ® II ❑ III &IV .• . .... Risk category T applies for non essential buildings. e.g. storage facilities etc. ••%• Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 9. Attach floor plan with shutter/window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Sloped roof Flat roofJAVAD AHMAD,P.E. FL#70592/EB C.A.N.#3538 1235 SW 871h Avenue I Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfaroogoafceng.com INFINITE WINDOWS LUDICKE RESIDENCE Wind Speed(mph) 175 Mean Roof Height[h](ft) 25.00 526 NE 97TH STREET Importance Factor 1.00 Height Above Gnd. Level[z](ft) 25.00 MIAMI SHORES, FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.13 Coefficient Kzt 1.00 Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated Pz[qz](Ib/ft^2) 75.30 Velocity Pressure Evaluated C)h[qh](Ib/ft-12) 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 153.3 -71.4 i Z5 w• w•• • • • • • •• �8 w w• ww • • • f ••• •• •w ••• •• w • • •• • •w• • • w w w • • • • • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOO COAAbR TION, J 39*S.V!8FUCA E:MIAMI FL.33174. TEL:305--264-8100 • Engineers Seal Engineers Name And Signature •; ; ; Lfesifin Date Design Reference Number w; •:W12 M N 2.*:30 PM AFC#14-1827 GENERAL NOTES , *-25' FEET MEAN ROOF HEIGHT •��• ;— THE REQUIRED DESIGN LOADS , ' ' ; • : ' ' z � FOR ALL GLAZING COMPONENTS. �C 2010 •• Ofz MARKS: ALL O-ASCE 7-10 WIND CODEso- .. Lu y_ ZONE 5: +53.3 PSF/-71.4 PSF FRENCH DOOR • , . • O x STOREFRONT STOREFRONT - PRODUCTS TO BE DADS COUNTY APPROVED •• Z w • ' U 149'x 62%" 39 y"x 90" 148"X 62 2„ *-ALL EXTERIOR PRODUCTS TO BE IMPACT RESISTANT,t ng s6tets n€ed& SQ.FT 64.23 W � SQ.FT 64.23 SQ.FT 64.23 +53.3 PSF +53.3 PSF �-REFER TO PRODUCT APPROVALS FOR SPECIFIC MATERIAL INFO. -57.8 PSF +53.3 PSF -71.4 PSF -71.4 PSF 4-INTERIOR WINDOWS AND DOORS NOT PART OF THIS PERMIT, UNLESS SPECIFIED. NOMW N.O.A# 13-0115.06 N.O.A#O 722.13 N.O.A# 13-0115.06 Q Q O MARK A HAS BEEN APPROVED BY MIAMI SHORES BUILDING DEPARTMENT Z STOREFRONT c 73%'x 62%4' STOREFRONT SQ.FT 31.66 SCOPE OF WORK Z -r 1487'x 62%2' +53.3 PSF .-ALUMINUM FIXED STOREFRONT — LARGE MISSILE IMPACT RESISTANT. SQ.FT 64.23 O ®-71.4 PSF BY E.S. WINDOWS 100. +53.3 PSF N.O.A# 13-0115.06 ACCEPTANCE J: 13-0115.06 -71.4 PSF N.O.A# 13-0115.06 *-ALUMINUM OUTSWING FRENCH DOOR — LARGE MISSILE IMPACT RESISTANT. BY E.S. WINDOWS 64!'x 90 ACCEPTANCE : 14-0722.13 6 SQ.FT 40.00 NOT PART DINING ROOM 0+53.3 PSF OF PERMIT -57.8 PSF N.O.A# 14-0722.1 CO CW M ITYu 0 o z � M MASTER ; BATH ! Py O u- BEDROOM n KITCHEN NOT PART Wtn J W OF PERMIT W Z O ------------------ lULn t momms" APR 08 2015 STAIRS ------------- E > O LIVING ROOM m - _ BEDROOM FLORIDA ROOM NOT PART uj OF PERMIT 1 — Miami Shcree Village jAL-FAROOQ BY DATE c 35 S.W. 7 AVEAPP70Nv 0 ML ,FLe�A aa�,�u.FLORwA ve ® _ zea-sig ZONING DEP NOT PART LAfi��F OF PERMIT BLDG DEPT p GROU JE r�. Rs1PLA� A 015 Our J��i�.���'a;i�i(:alion 01 PO _ (-pioved Con»iiance GOP STATE ANL)C;GUN`i f rlL;Lj�_S Al ID ftEGULA c�DAHNAD F'fn;rct specifical.ions. FLAP9 2