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REV-16-3055 RECEIVED Miami Shores Village V 08 2016 Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC20 1 4 BUILDING (waster Permit No. COs -I -- I ../'yez . PERMIT APPLICATION Sub Permit No.)z� BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL OPUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3v5- IV E- � 5 City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcel#: %/:3,a20 0,13 6 C Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: //�� BFE: FFEr: OWNER:Name(Fee Simple Titleholder): �v" ��1 �r v=+x'hone#: Address: c� City: 1�1�11�11 �I'�-V�(�67 State: Zip: c� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: X /"�?C "��?����� ��� 6�j S��Prone#: Address: 3—o � / 7e °1 City C����- �® State: Qualifier Name: ALL y W'+lL drr Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: C.� City: State: Zip: Value of Work for this Permit:$ l • Square/Linear Footage of Work: Type of Work: ❑ Ad;71t761010 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: CO. j7 ® Specify color of color thru tile: Submittal Fee$ 7Permit Fee$ s ' V� CCF$ CO/CC$ Q' Scanning Fee$ 1. M Radon Fee$ DBPR$ Notary$ S - 0z) Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$_ Q0. Bond$ TOTAL FEE NOW DUE$ c/. (93 (Revised02/24/2014) 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 V Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by ®� day of \y�dv v v` 20 & by is personally known to _-�� I "Ef-�U� who is personally known to TA—�S me or who has produced Vpe� - - �s me or who has produced EL -"OXNV�s identification and who did take an oath. identification and who did take an oath. NOTARY UBLIC: NOTARY PU C: Sign: Sign: Print: Print: Seal: ro<�`Y°6�� Notary Public State of Florida ""7 � � Sindia Alvarez Seal: , my Commission FF 156750 F =ot�Y°�®� Notary Public State of F'-]5 lorida ' o�a�o�1s Expires 0910312018 Sindia L ��a fAy ComF 156750o Lo Expires 8�� * � *a� m APPROVED BY �I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 03Y LREVIb ON onse a;,J/ 'fit ~row.o�,.• 'O JL m 7 i l i 1 _ G i E g� e� e 5 k E.b 0 oFa` p4�F 9 as �� gg i Ls e r yt• II 3 D h.a5 N .¢9 t•. BS ?d O § bI r i a ---- bl V 4 p t gyo _______ �. _ I O• Q o'l F ^r. M .:t.a.-•uw --FF—��----II-- r� z Y ! @ •on.os e RilHIM, •• • • • • p.,. I •••••• • •••••• • •••••• + z, �r�.�'__—fir ��_� •••••• • i••••i 0000 •••• • • �+" • • 0000 � t--- - 0000•• •• • 0000• CD R �.. _-_- 0000•• • __ • • • 0000•• • 00 • 0000 • • t e ! 1 W_ EXIST.V14.e L 4 j } Tit FOIAN j To RE11.:'h AND' FROXY ! ... ,f• y f � ' '� 'rFRT.DCS.LFLS i Fi%L ED BLOCK CELL W.' - --- - -- '1000 P51 FUMP M X RE IS&-. U: 2 'S T 4P, .►`JD r e0" ST FLFS MASONRY TIES-- f;,:-:c IES-5eG TTP,.PET Ih-iLl iED SEE PLAN • .,,., DRIL AND EPDXY 77,57A=VERY 2 L_-A ER5l -s. U -Y EMBED,`i'TTR zXiST. ?rL.48 TO FUZMAN NEW WINDOW OPENING 6 EXIST. DOOR OPENING DET. S_ALF_z N.T.S. •••••• • •••••• • rs•••• • • • one d+b :..... .... • •••• . . .... .... ..... •••••• • • • • •••••• of r MIAMI- MIAMI-DADE COUNTY EMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786) 315-2599 NOTICE OF ACCEPTANCE OA www.mlamidade.eov./economy C1Eco Window stems ,LLC 1-14NW 106 Street Medley,FL 331.78 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 j Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)resetve 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"Eco-Guard 100"Aluminum Single Bung Window-L.M.I. PR VAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, 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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant : Each unit shall hear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade,County Product Control Approved, unles�ath vise •0 0 0 0. noted herein. • .. '. RENEWAL of this NOA shall be considered after a renewal application has been filers and the se00toe0s0 been ...... no change in the applicable building code negatively affecting the performance of this p4duct. :0666: TERMINATION of this NOA will occur after the expiration date or if there has beph0f fuvisiorwgc Uange ,0...0 in the materials,use,and/or manufacture of the product or process. Misuse of'this MY9 as an endaJOsgment 0 6:0 0 6 of any product,for sales, advertising or any other purposes shall automatically terminal a Nis N04.1c#llure 6 6 0 6 0 0 to comply with any section of this NOA shall be cause for termination and removal of 0 0 0 0 as ADVERTISEMENT: The NOA number preceded by the words Miami-Dade:County, Flfrtog,and 900009 followed by the expiration date may be displayed in advertising literature. If any porCiaV of the NOA is :0600: displayed,then it shall be done in its entirety. •• • 0 6 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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.15-0406.12 MIAMI•DADE COUNW �+ Expiration Date: Apri108,2019 Approval Date: July 02,2015 Page 1 r r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09.08,titled"Eco-Guard Series-100 Alum.S.H. Wdw.{L.M.I.)", sheets 1 through 6 o£6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 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 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F11-7635,dated 12/09/14,signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA No. 14-0317.02) 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)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-)224.07) 3. Test reports on: i)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TA$20:1-94 :" •••••• along with installation diagram of a 100/2" wide x 76" high EC"uard;�VOM100 •. aluminum single hung window, prepared by Hurricane Enginecrtn & Ttsting Inc. ••• Test Report No. HETI-08 2166C, dated 12/ 15/09, signed and Mdre'd by Carid;do F. ;•••• Font,P.E. (Submitted under 41�b Mo. 09-P.U4.07) ..... ... 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ...... .. . ••••• 2)Uniform Static Air Pressure Test,Loading perXUO,TASK 2&-04 --00:0 3)Water Resistance Test,per FBC,TAS 202-94••;•; '• 4)Forced Entry Test,per FBC 2411 3.2.1 and TIkS 202-94 :...:. •••0•• along with installation diagram of a 53-'/4"wide x 76"high ECO-Gaard Serigq j D0 :"": aluminum single hung window,prepared by Hurricane Engineering&Testing Jfic, Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA No. 09.0224.07) Ma a rez,P.E. Product CohttolVxaminer NOA No.15.0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNT1NUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2, Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1, Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5111 Edition(2014),and of no financial interest,dated March 17,2015,issued by At-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14-0317.02) ;•,•;. 3. Proposal issued by the Product Control Section, dated 03/2 /13.,•signed by Jaime•••,0 00 • Gascon,P.E.,Product Control Section Supervisor. ' ••..;. (Submitted under previous NOA No. 14-0317.02) Soo:....•• • 4. Laboratory compliance letters for Test Reports No.HETI-08.2166.&,. •••• • HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all Tmwd by •I'l! licane ": Engineering and Testing, Inc., dated 12/29/10, signed and sealettby'Candidd 'Font, P.E. .. .. .. . • (Submitted under NOA No. 09-0224.0 7) •••••• •' • G. OTHERS ' ••••• • 0000 0 . 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC.I&heir Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel r P.E. Product Cont r Ex* x finer NOA No.k0406.12 Expiration Date: April 08,2019 Approval Date. July 02,2015 E-2 53 1/6- 53 1/E- �{�,•� ffi WINDOW WIDTH WINDOW WIDTH 47 3/a' 47 3/a- Z D.L.O. (FIX.LITE) O.LO.(FIX.UTE) 6'MAX. 12-MAX B•MAX. 12-MAX. NERD A HEADHEAD HEAD ro CORNERS 3 �. CORNERS 3 $JWTW U V Gl LL It _ 1I1 D T, ii jl ii D i p a 4 C e SWEEP LATCHES �-�_-^- AT 12-1/2- fROM ENDS SRI "� ° A ,1 6 n n TVP• �� it IY' I, `1• �E r� d 2 g g 1 II 1 Q 4 10 111 1 n D a n v U \� - -- D - D 3 o io 1 11 4 u 11 n-t II li m� E Ij II 1 vi C NO ANCHOR AT 50.1 NO ANCHORS AT SIU. FALSE MUNi1NS FALSE MUNTTNS (SURFACE APPLIEW (SURFACE APPLIED) Z 0 [i OPTIONAL 473/e' OPTmNN, a7 3/a' Of (VENT) 0.40.(VENT) O Z 50 3/16' AT 7'FROM FENDS�� 50 3/IV I U"w VENT WIDEN OPTIONAL TO VENT WIDTH S W rn 8 ECO-GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL UTES '^•P• UNEQUAL LITES {ORIEL TYPE} o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS_ 7"� CHARTS SHOWN ON SHEETS 2. 1ESTEp tRnTS +�p APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER VMDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING t a MIAMI-CADE COUNTY APPROVED MULLIONS IN BETWEEN. ffi LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Q m d g m H REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING F1tGH • • • • •• • as o HURRICANE ZONE(HVHZ). •• •• WOOD BUCKS BY OTHERS,MUST BE ANCHORED PRORGRLY TO TRAtSFER•• • • • • • a m u o W LOADS TO THE STRUCTURE. • •• • • • • ••• • ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN q� AI ,•AYCHOR�• ••• • • ••• - - ? WALL THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. .. 0.v AN" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND DRESSING OR STUCCO. pML 8 - SHUTTERS ARE NOT REWIRED. FAL PE 7&"2 ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE CAA NOT PART OF THIS APPROVAL yg A LOAD DURATION INCREASE IS USED IN DESIGN;MNCH CYTO W0�gNLY••• ••• tY /J� // g ALL SHIMS TO BE RICH IMPACT,NON-METALLIC AJIM��ON-CA•MPR�SIBTS.•• i • i i A�epwxeNo+ • 1D MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/"LY SCF%,THAT* • • • •• •• Dam 2 U •�0 2d 5 Browing rro. COME INTO CONTACT WITH OTHER DISSIMILAR MAT I& SHAD MEET THE • • / W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. M Umlel'roductConlco sheet 1 of $ EQUAL LITER WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH [i Y DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY-PSF GLASS TYPES GLASS TYPE GLASS TYPES I FLANGE DIETS. A','B' &'C' FLANGE DIMS. WIDTH HEIGHT EXT.(+) INT.(-) MOTH 'HEIGHT EXT(+) INT.(-) EXT-0) INT.(-) -0 19-1/e' 75.0 90.0 18-1/8" 750 80.0 7&0 90.0 F a 24• 75.0 90.0 �' 24' 75.0 90.0 780 90.0 iVL� 26-1/2' 75.0 00.0 28-1/2 75.0 90.0 7&0 90.0 m �. 28' �• 32' 75.0 800 32' 80-5/8' 75.0 800 75.0 80A 37' (3) 79.0 90.0 37' (a) 75.0 90.0 _ 76.0 900 a' 40' 75.0 90.0 = b' 790 90.0 75.0 90.0 0. (� 14 48' 7s.0 Sao 48' 75.0 90.0 7&0 90.0 '� g 53-1/a• 75.0 90.0 9J-1/a° 79.0 90.0 75.0 Sao = n 19-1/8' 75.0 no 19-1/8' 79.0 900 75.0 90.0 OZ K 24' 750 90.0 �' 24" 7S.0 90.0 75.0 ¢26-1/2- 75.0 00.0 26-I/2' 75.0 90.0 75.041 32' 33-3/8' 75.0 90.0 32' 63" 75.0 900 75.0 90. 2 37' (4) 78.0 90.0 37' (6) 79.0 90.0 750 90.0 40• 75.0 90.0 40• 75.0 90.0 79.0 90.0 48' 75.0 90.0 EQUAL UTES 46• - - 7&0 eo.o UNEQUAL UTES (ORIEL TYPE) $ V 53-1/8• -79.0 90.0 9J-1/6' - - 75.0 PILO UlJ 19-1/8' 7510 90.0 19-1/8• 75.0 PILO 7&0 PDA J 24• 75.0 900_ 24• 75.0 90.0 73.0 90.0 N 26-1/2' 75.0 90.0 ai 26-1/2' 79.0 900 750 no p 32" so S/8ik 32' 76' 7810 900 7&0 90.0 37• (5) to 3r (7) - - 78.0 �.0 Z r• 780 90.0 Ix 40' - - 750 90.0 0 8 )W[Y h 48' 75.0 800 46• - - 79.0 90.0 �j 53-1/8' 75.0 90.0 53-1/8" - - Tao - 90.0 , O ID;; 19-1/8' 75.0 90.0 2a• 79.0 20.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z 3 26-1/2' 75.0 90.0 ° EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. A+i R 32' 63• 37' (8) 78.0 90.0 _ 1/8'HEAT STREWO.GLASS W. W rn� 40' 75.0 90.0 ' 48• 75.0 900 3 5/18'AIR SPACE TROOUCI'RBVISBD 93-1/8' 750 90.0 1/e'HEAT STREN'D.OL.A55 1/e'HEAT STREN'0.CLASS 3/15'HEAT STREN'D.GLASS S 7� v.•♦� 19-1/8' 70.0 90.0 edcyw 080•Interlayer Aooa91•r��o / p� 24' 75.0 90.0 DuFontNBu�te POB DuPont r J090* 18u1Re PVB DuPont Butoefte PVB 9 + 26-1/2" 75.0 90.0 By'Kuraray Amaka,Ino.' By'Kuraray Amo6aa,Inc.' By'Kummy Amalm,Ina.' 32' 76' 75.0 90.0GLASS r1i ng o y 1/8'HEAT STREN'0.GLASS 3/16'HEAT STRIVO.CLASS 1/B•HEAT STREN'G.GL SS 37' (7) 75.0 90.0 2! h 40' 76.0 90.0 O SILICONE 8 48' 750 80A Z �+ SILICONE DOW 899 b DOW 899 DOW 898 83-1/8' 75.0 900 ♦ • ; 7 " 76 18 u p 16 ii 1 m 19 i 21 m - ��ryryI1 m \ 1 13 fTm1��R I ••• • • � � it _ _ � �s mu e,., • • • • • • I t SETING BLOCKS AT • • •• • • _ LAM.CLASS AND INSUL IAM.CUSS •• • • • - • NOTCH GLAZING READ LEG TO CLEAR BLOCKS • • • • • 8 1 4,:* •• •• •gA •. 21 88 21 Fn9r.JAYAO~CIVIL •1 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS FLA,PE 7M2 13 wt.THAN JB'ONLY t3 ODER THAN 30'ONLY 24 13 ALL SIZES CAN NOTE: GLASS TYPE ••• ••• ••• "Not T GLASS TYPE 'C' S 8 GLASS CAPACITIES ON THIS SHEET AR • • • • • • • ___•_ drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • • AZ�•• •LV W09-'O8 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• • aheet2of g • • • • • • • • • • TYPICAL ANCHORS 0 • iffy SEE ELEV.FOR SPACING TYPICAL ANCHORS WOOD BUCK I SEE ELEV.FOR SPACING a a •'a• e'.e ;EOGE'tilsT. [1A -DARE COUNTY APPROVED ."< a• STRUCNRE ON&MULLKIN ANCHORS EDGE Z P: EDGE DIST SEPARATE NOA I 0 DIST. F �a 2 6 B TYPICAL ANCHORS 7YPICAL ANG h SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING t0 1 - I 4Ztd: -jall, a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDY1, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. J D12 OPOPTIO UTCH SEE ELEV.FOR SPACING N BJJL���� ULTRACON BY 'ELCO' (FU-177 fc46 Fy=t55 16Q ly 14 WOOD BUCKS OR WOOD STRUCTURES w O © s MIN. PENETRATION INTO WOOD (HEAD/JAMBS) n _ ;2 w 14 Y BUCKS INTO CONC. OR MASONRY� O ori g S 4 MIN. EMBED INTO CONCRETE(HEAD) Z W t is zt MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3$ g 1 INTO CONC.OR MASONRY O^� MIN. EMBED INTO CONCRETE(HEAD) $ �V MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) j O �14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o 4 = INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8� c INTO METAL STRUCTURES o it STEER. : 1/8'GA MIN. (Fy - 36 KSI MIN.) ` t ALUMINUM t 1/8' THK. MIN. (6063-T5 MIN.) - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - il- TYPICAL EOGE DISTANCE . 6 I to INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. Ot5 I to INTO METAL STRUCTURE = 3/4" MIN. C t "1114A • • •• WOW AT HEAD.SILL OR JAMN$0 0 0.55 MK 2 •• ••• • • • CONCRETE AT HEAP,SILL OR JAMBS I'd m 3000.PSI MIN. C • • • • • • • • • • •• • • • • • C-80 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm 2000 PSI MIN. , ••• •• • DulltHKgCOdo /14,O.L / 9n dAVAD AHNAD ^. •' as ALTeptmeo NO oo C�4R.t jpygq m •,.�, ml. 7CIVIL 3536 g� g cis drorino. • • • • •• ••ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT " ••• •• • • • • JOINT SEALER. street Sof g • • • ••• • • • •• •• • • • •• •• LTEM 8 PARTS RRQD, DESCRIPTION MATERIAL MANP./SUPPUER/REWIM LS 1 FYIOI , FRAME HEAD 8083-T6 2 FYI 15 1 FRAME S61 6063-76 - R 3 FY,03 2 FRAME JAMB 6083-T6 g� 4 FY104 1 FIXED MTG.RAL 6083-TS 5 FY10S , VENT TOP PAIL 6083-TB - Q 6 FY,14 1 VENT BOTTOM RAO. 6063-T6 7 FYt07 2 VENT SIDE RAL 6063-T6 - 8 FYI 08 AS ROD. GLAZING BEAD(5/18°IAM,CLASS) 6083-T6 SA FY109 AS ROD. GLAZING.BEAD(7/18'LAM.GLASS) 606346 - 68 FYI 10 AS ROD. GLAZING BEAD(INSUL LAM.CLASS) 6083-T6MIAMI-OAD _ iF3i APPROVED CGUAM ULUON 9 FY,16 2/VENT SASH STOP 6063-75 - t4- 5EE SEPARATE HIM TYPICAL RS SEE Elly,FORSPACING11 _ FY,13 2/VENT SPRING LOADED LATCH,AT 7'FROM ENDS 8083-T6 1,A - 1/LATCH LATCH SPRING ST.STEEL - FF 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2'FROM ENDS 7AMAK SULLIVAN&ASSOC. 12A ]8 X 5/8' 2/LATCH LATCH INST.SCREWS St.STEEL FH SMS Q W _ 13 - AS REOD. SETTING BLOCK EPON 11111 11.5 SNORE A • 14 d8 X 1' AS REOO. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A SB X 3/5' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SLLR J L) ~ 1S E207 AS REOM BOTTOM RAL SEAL-SERIES 101 NEOPRENE ULTRAFAS 18 E203 AS RE:QO. GLAZING BEAD BULB SANTOPRENE ULJRAFAB 18 W23181 AS REQO. FIN BEAM W'STRIPPINO - ULTRAFAB 19 FYI 17 4/VENT SASH GUIDE CELCON M&M PLASTICS 12A 16 X 3/LH' 1/ONCE SASH GUIDE INST.SCREW CRS ON SMS TYPE S }YINOOW WIDTH _ WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI In a3 'r ZQA r8 X 8/8' 1/BALANCE SALANCE M.SCREW - P FH SMS 1 $.M � 21 AS REGD. CL-=SPACER SILICONE FRANK LOWS M Q a M 22 - 1 5/18"SOX SCREEN _ - OPTIONAL _ FFK33 Z 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL §-Z TYPICAL ANCHORS 24 - - IISUI-GUSS EDGE SPACER ST.STEEL CARDINAL XL 0' A SEE ELEV. FOR SPACING W ors o r--� 1/4'MAX. VENT WWI" 1/4°MAX. SHIMS IBR 1/4'MAX. SHAM WOOD BlX:K3 SHIM STRUCTURE 16 7 TO c $ o. MCAL ANCHORS SEE lTEt. TYPICAL.ANCHORS Si ri O 8 1 2° I FOR SPACING SEE ELEV. FOR SPACING �•CONC. r�r o x.13 c - SCREEN OPTIONN.------ • 1/4' 1q 8 6 °�81 8 •• ••• • • • • • ►USb�NRY cr •• • • • •• • 14 3 •• ••• •• • • •• F n9n dAVA6 NLVAO ry • .v p FLA.PE 76592 p CAN. WMD�YMIWTH • • ••• ••• 8 • B911wigwwg0=�'406.�12 . . • AcaymlxeNo �� 015 droving no. •• • W09-08 •• • • • • • IBM i p sheat 4 of B 0 • • ••• • • • • • • • • • • • • • TYPICA.ANCHORS U $ EDGE DIST. SEE ELEV.FOR SPACING TYPICAL ANCHORS METAL MLW—WE'COUNTY APPROVED SEE EUM FOR SPACING EDGE OLST. STRUCTURE MULLION.&MULLION ANCHORS z s. .. SEE SEPARATE NOA O s ' yr EDGE INET. � a :..: 8 O > ALT. 101 HM SEE ELEV-ICAL FOR SPACING a N J J � V1 � a m o N 1/4'MAX SHIMS ALT. TYPICAL ANCHORS U SEE ELEV.FOR SPACING W c` G l NOR MASONRY a Ell ;a'.3 . m ° KUM ': C Qma_ go ALT. •• ••r • • • • • •• ••• •• • • RHS'W ATION DiTAU VRTH FLUSH FRAME ADAPTER E v A s F CA.N. sOse2 « o 'PRODUCTROV44110 y • ./ 000 ••• Yd ae>nPh+�6� dr 19otide v° 8 v ° . • ••• • • • • 'BWluingCoda / .. °.. . '. •v • • r • • • ••• •• 1 Dote 0�,� t01� drawing rro. s• • • ••• • i • •• • .• • r �, W09—OS •• • • ua Gheat 5 of 6 • --a.7so 0I4 1 1.888 .750 .078 .062 14 813 J' 2.750 F FFF555 2912 1A 40 Q FRAME HEAD i Q,' r -1.202- 2.091 � 8 2874 VVV Q �j Q FRAME JAMB A a r.112- rk6 1.575 �--^�-.519 394--j -�j�.1� Z 91 9 1.001 ! I I I T+ -� 017--.23 .045- 45- .803 ,060 .803 .oaS .803 1,422 Q4 FIX. MEETING RAIL ®-1 1.047 Q T 1.047 e9 -i 1.047 U o m 1J40 GLAZING BEADS � n p 1.434 1.250 .082 I2.085 1.067 A8 1,140 14 g n .821 U OM l�-1.140 O Q VENT TOP RAIL 7 VENT SIDE RAIL 3 2.027 1.247- -4.062 .247 W rn W (tel .062 2•n5 254 1.449 rg p tt 929 1.750 t' .078 A ffq� G L.963- VENT 95 0 1.140 VENT CORNER DETAIL $, Q6 YENI BOTTOM RAIL tt SPRING LOADED LATCH 2.974 • • •• II' I �m$e8�� • • • • • • • • • `� <m u o .092 • •• • • • • ••• • 3.002 • • • • • • • • • i• •• • • • •• Elgr. AH AVAO NAD •6 g aere9� FRAME CORNERS DETAIL avu. 33 062 3, ` ,gOp • • ••• ••• p(ngRwl�i4gUw NlortA6 .9714 .74•• • . . . ; ; �,19dW90 N S'r. 74 .50II ; ; . . • . Aaaumne6 2750 2.811 • ; • ••• • • • •• •• Dm4 ZO 201 drawing no. • i • W09-08 Q FRAME SILL 25 FLUSH FRAME Ab%PTER • • tt c.� 9he6t 6 0( 8 ••• • • • • • • •