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WS-13-1436Jun 04 2013 06.45PM Total Impact Solutions 302-256-0440 page 3 Miami Shores Village Building Department !0050 N.E.2nd Avenue, Miami Shores, Flosida 33138 Tch (305) ?95.2204 Fa=: (305) 756.8712 ]BUILDING PERMIT APPLICATION FBC 2004 . Petrmtt TYP (drde)t Miffi imig PAefing WCM91 JUN 2 5 2A4 4 By....................= pa -mu no LIS .I 1 Master Permit No. Owner's Name (Fee Simple rWeWWq),N1C04A Ownea'sAddeess,��° J� Cityrl? / '..5s/f„E'mte- %�4 Zip �, TenwAd.easae Name 1 # Job Address (where the work is being dome) C* FOLIO / PARCM 0 Is Building Mftria Contractor's c mpaony Name -�-_5A6L�Q.�J I I � +�Tilli�-�-' Phone fl� � �� -� . -G►y � C�►>rae�'s.aaaress �� .5��.�?7 �� ” �-.__�—� City QoaWwName Sate Catif tate or Regi cation No — 6 j2� Z Ce "W to of Competency No. ArcWftdWngi xces Name (if applicable) Ph= S Value of Work For tbb Permit S IZ, 4S 7-• F6 Squmra / Llum Foot4e Of Work Type of Work: QAdditiom OAltmdon COW Y4 epabi� ❑Demolition •wwwerwwwwwFoaw-wrrww••wwwnnwwNwwrwwrwwwwwa�wwwwA www��r Submittal Fee S Permit Fee $ 1 CCF 9 CO (CC NotaryS Tr110114WEduatba Fee S Tec t}q Fes S Scanning 5 , Radon S DPBR S zonings. Bond S _ _ Coale Rebreement S Double Fee S Structural Review. S Total Fee Now Dine S See Reverse side --r Jun 04 2013 06:45PM Total Impact Solutions 302-256-0440 page 4 Bondi" Company's Name (ifaPplicsble) BOWn Company's Address City State Zip Mortgage lender's Name (if applicable) Mortgage Lander'sAddress City Stm Zip Co�mmeaced � made to obtain a permit to d4 the wrork and inadb ions as indicated. I certify tbat w work or imstalMon has 1?� to the lemma of a Permit and host sit work will be performed to med the standn& of all laws WSWAting c*=M10 fon is osis jurbd1Vbm I to dastand that a sepwaW Pem it Must be som mod far E1MIMCAL WORK, PLUMBING, SIGNS, WELLS LLS, POOLS. FURNACES. BOILERS, HEATERS, TANKS and AIR CONDTiTONBitS, ETC.„.. OWNER'S AFFIDAVIT: I certify that aQ the fonWk g information is acmu to and that alt wash wM be dale in compliance with all applicable laws mgdatmg wwhutm and zo=3& wWARW4G TO OWNER: YOM FAILURIK TO RECORD A NOTICE OF COMiVIDNCE1MIl�NT MAY REtStTLT IN YOUR PAYING TWICE FOR IlUII'ROYEI NT`S TO YOUR PROPERTY. IIF YOU MTEND Ta OBTAIN FINANCING CONSULT WrM. YOUR LENDER OR AN ATTORNEY BEFORE REC0=ff4G YOUR NOTICE OF b Nodoa to Appffan k An a col *= to rhe f mauve of a bcd'lding permit,.* a , eked v*. --1 ding $2.W. Ow app�t nmw P in goad (aids diad a copy of Bre notitee of �neaeernest acrd ears mP uetk., lien fess brodiwae wilt b e delis�r►ed to the person whale Prq""V 6 erW"t to 4 m►rt Aft a W � q#w reeaded mice of caimraneemsnt aurst be for dw.�'st �Pe� vh(eh aeon Seven (7) da after Able buffdfFlg pernrit is In the posted at the fob site f► gwMan wfll ►totjte aPproved and a reb%meffen fee will be chvVA a1' Pfd notice, t!u silpamp Owner m Agmt Contractor, The fo wasacl01 �wle dgod before me this day, of 20 L by w2n is me or win has produced_ As idempfilii4u and who card taloa an oath. Sip: Print lire meat wasacknowledged before me this. i F 20&by who is pe. y wa to me or who fres pt�oduood as idediSu Nana w5o Old take as on& sigm, .Print: Nty CommissionPat :�;s,��M:teaMew MlilooB�iAAISSION # EE103054 y *• :s r. +tc y,tMiSSiON#EE903054 �. VWIRM0J 4i�tws swaw♦■wasswwawawwsw:s app�� ti'801,5:+ Florldallotarys..j..�m + � ply ''�Ur4g9�"21Fttl*■ (407) 398 0153 Fforidatdofaryservice.com AFFUCATION APPROVED BY: 1'1�s miner (Revised 07/10107) An 04 2013 06:45PM Total Impact Solutions 302-256-0440 page NOTICE OF COMMENCEMENT A RECORDED COPY MUST BEPOSM JM INE JOB WIE AT TIM OF FIRST PMEC'!' U PERMIT _, _._:j_:)_/L- AXFOLIO NOZ�`��'� STATE OF FLORIDA COUNTY OF MIAMI -DADS OR Bk 28776 Ps 1170i Ops) RECORDED 08/16/2013 10950:24 HARVEY RUVINP CLERK OF COURT MIAMI-DADE r:_OUNTYP FLORIDA LAST PAGE IHE UNDERSIGNED hereby gives norace tW Improvements w1l STATE OF FLORIDA, COUNTY OF DADE OR" CE_WPI II is a tree copy o/ the lropeft and in accordance with Chapter 713; F1orioaStatutes. , �w lei n day of is provided in this Notice of Commencement.A'U ao t WITNESS m W and OH+aal Seat. CLERK, pt Cirwit and am Space above reserved 1w use of recording •of8ee .- _9 r A -0 - __ •merest In property: _/jZS hint/ -and address of fee S. Surety: -(Payment bond required -by-owner frdm oonuactor;_if any} Dame. address-ixnd,phttne rlunrber:, Amourit bf `bond $ S. Lendert.narne and add: 7: Persons within -the State of Florida designated by Owner- upon whom notices or other docunm is maybe served as provided by salon-T1s.1*}(a}7: Florida statutes. Name, address and.phon6 number. S:•In'addition:to himself, Ow.nenrcipstgnates the following-pierion(a),to Teceive a copy -of the Lle:noes.Notice asprW— sled ih Section T13.13(f}(h}, Ficrlda Statutes: f N atrie.. iaddress end plmne. numts:QQr: �! 6 9.:ExQiration.>rlate of tfits IVotice.o Cornrnerlaernent O ex joan bate is 1.yew rrdm 4he da%of reaoftl ft unless a•41ieie*aatsi9.gi.6rZredj WARNINt3 TOOWNEA.-ANY PAYMENTS MADE BY THE OWNER AFTER THE MIRATJON QE•TME-NOTIOE 04kCOMMENCEMENT-A-RE CONSIDERED IMPROPER -PAYMENTS UNDER CHAPT-ER-m PART i, SECTION 713.13. FLORIDA STATUTES; AND CAN RESULT -IN YOUR PAYING.TWICE FOR '-IMPROVEMENTS* TO YOUR' PROPEk ..-A N1&16E-OF COMMENCE ME.NT MUST -BE PIECORDED AND PMSTEDON -THE- jOR SITE BEFORE THE FIRST-09PECTION. IF YOU INTEND TO -OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Ak ATTOANEYBEFORECOMMENCING-WORK OR MCORDING Yop OF"0 MMENCEMENT. . Signature(s) of. a or-O,wn utherized Ofter/Director/Partner/Manager Preparod-,By Prepared By Point -blame t'9=LL r4o Print Name _ Titlevompa Tit3e/Offioe STATE OF FLO+RI.DA C OF MIAMI -D . the before me this day of By duatliy, or .U as for Persormly known, -or ❑I produced the #ollowing type of identification: Signature of Notary Public: -Print Naive: - (SEA") ` ' �= M't Ct;,,vim1SSION # EE103054: VE iSCATION, PURSUANT TO SI=CTION 92625, =F1L• ORIDA STATUTES � EXPVRES June 13, 2015 Under penalti of perjury, F declare that I have read the foregoing and - # ,� that the fa aced in 0 are true, to the best of my knowledge and beilef, t4or13� 01r,g - - r :eallotarYservk�.coro Sig natu of Owner(sl-orer s's horized Officer/Director/Partner/Manager who signed above: By By 129 0132 PAQE3 W12 316_� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 25, 2013 Permit No: WS13-1436 Buildinq Critique Review 1. THE WRONG VELOCITY IS USED FOR DESIGN. DADE COUNTY IS 175 2. Provide a current permit application. 3. Provide a complete Florida Product Approval. The instruction are only a portion of the approval. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. 0 0, A :P APPROVED BY � IDA-, T 17 US >" A 'Q 000 7Oi" 1MG DEPT m BLDG DEPS' SUBJECT TO COMPLIANCE WITH ALL FEDERAL s STATE AND COUNTY RULES AND REGULATIONS ONE STORY RE5IDENCE Cm] SKETCH UNIT LOCATION M O NGA O 1 NORTH GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSION5 2. A5CE 7-10WIND CODE ( 175 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2010 4. BUILDING HEIGHT: 15' 5. MIN. BUILDING WIDTH: 30' 6. ROOF INCL. 180 7. APIJCA15LE ZONE: 4 (INTERIOR). 8. R15K CATEGORY II BUILDING. 9. CONSTANT: 0.00256 10. GCPI: 0.18 - 1 1 . Kd :.85 Florida BuildingCode 2010. ASCE 7-10 . EXPOSURE BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS 1.03 LOAD TABLE FOR WINDOVl/S TOTAL SQ Fr. jj_!v79j52 ap 1p 1 SCOPE OF WORK SERIES "230" ALUMINUM OUT5WING W1 WO 51DELITE5- L.M.I. NOA: 12-0308.35 SERIES "805" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I . NOA: 12-0321 .02 SERIES "300" ALUMINUM FIXED WINDOW. APPROVAL: FL 15920.1 SERIES "G05" 51NGLE HUNG ALUMINUM WINDOW (REINFORCED). NOA: 12-0213.05 REVISIONS z 9 J Wr�LL WW O T-0 W U) z .� ry dam' Q LL, p - LL D. . DESCRIPTION WIDTH HISIGHT SOFT. POS.PRESSURE P.S.F. P.S.F. ZONE APPR.# 1 FRONT DOOR 37.43 82 21.31 46.51 -50.66 INT 12-0308.35 2 FIXED 178,625 50 27.30 45.72 -49.87 INT FL 15920.1 3 DOOR 37.43 82 21.31 46.51 -50.66 INT 12-0308.35 4 FIXED 78.625 50 27.30 45.72 -59.11 END R 15920.1 5 H.R.(XO) 74 50.375 12.94 48.10 52.24 INT 12-0321.02 6 H.R. (XOX) 106.25 38 9.35 48.92 -53.06 INT 12-0321.02 7 FIXED 37 38 9.76 48.92 53.06 INT FL 15920.1 8 FIXED 37 38 9.76 48.92 53.06 INT FL 15920.1 9 S.H. 18.5 37 4.75 48.92 53.06 INT 12-0213.05 10 H.R.(XO) 68.5 38 9.04 48.92 53.06 INT 11 H.R.(XO) 34 24 2.83 48.92 53.06 INT 12 H.R.(XO) 68.5 38 9.04 48.92 53.06 INT M122 13 H.R.(XO) 68.5 50 11.89 48.37 -52.51 INT 14 DOOR 37.43 82 21.31 46.51 -60.69 END =53:06 INT 12-M 02 16 DOOR 37.43 82 21.31 46.51 50.66 INT 12-0308.35 17 H.R.(XO) 68.5 62 14.75 47.68 -63.03 END 12-0321.02 18 H.R.(XO) 68.5 62 14.75 47.68 -51.83 INT 12-0321.02 19 H.R.(XO) 68.5 50 11.89 48.37 52.51 INT 12-0321.02 20 DOOR 37.43 82 21.31 46.51 50.66 INT 1248.35 21 H.R.( XO) 36.5 50.25 6.37 48.92 5.06 INT 12-0321.02 22 H.R.(XO) 53 37.5 6.90 11 48.92 -53.06 INT 12-0321.02 ap 1p 1 SCOPE OF WORK SERIES "230" ALUMINUM OUT5WING W1 WO 51DELITE5- L.M.I. NOA: 12-0308.35 SERIES "805" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I . NOA: 12-0321 .02 SERIES "300" ALUMINUM FIXED WINDOW. APPROVAL: FL 15920.1 SERIES "G05" 51NGLE HUNG ALUMINUM WINDOW (REINFORCED). NOA: 12-0213.05 REVISIONS z 9 J Wr�LL WW O T-0 W U) z .� ry dam' Q LL, p - LL D. . I M AMP MIAMI-DADE COUNTY MWAUN PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadcgovJ ern/ T.M. Windows, L.L.C. 601 N.W. 12ei Avo. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami=Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable Building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w/sidelites. ", sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2" and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'T'ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06-0327.02 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12-0308.35 / M M9AD; CO� Expiration Date: December 26, 2017 Approval Date: June 21, 2012 tat Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06-0327.02) 2. Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door-w/sidelites", sheets 1 through. Tof 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06-0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 3.2.1 `and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL-5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL-3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02-1016.09) 2 Additional referenced test report per TAS 202-94, Test Report No. FTL-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06-0327.02) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08-2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06-0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # # 06-0327.02, expiring on 12/26/17. 2. Test proposal # 07-3698 dated Nov 08, 2007, issued by BCCO. Ishaq 1. Chanda, P.E. Product Cobtrol Examiner NOA No 12-0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E-1 I ANCHORS AT MTG. STILE ENDS (9) REDD. FOR WOOD INSTALLATIONS (2) REDD. FOR CONC./METAL INSTALLATIONS SURFACE APPLIED I FALSE MUNTWS -BVI MAY BE USED %1 ANCHORS AT MULLION ENDS (8) REDD. FOR WOOD INSTALLATIONS (4) REOD. FOR CONC./METAL INSTALLATIONS 71 8/B' AME WIDTH 8' 13' MAX. 9' MAX. SURF APPLIED 3' t t' HEAD HEAD/SRL MAY BE USED 28 5/8' 28 D.L OPG. D.L OPD. 34 1/2' ANEL WIDTH 34 1/2' e ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -230 ALUMINUM OUT—SWING DOOR •PI/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. gi g m � m ANCHORS AT MTG. STILE ENDS 8) REOD. FOR WOOD INSTALLATIONS 149 3/8' `2) REDD. FOR CONC./METAL INSTALLATIONS 1 1/4- 25 1/2• i D.L. OPO. D.L. OPO. D.L OPO. u u u 1 1/4• n SIOELITE WIDTH PNOBUCYTIEY7✓P8B u -_N II r \ I \ =Z_113. . xlj LACK //i� OPTION .$t c m g ggt� LAMINATED GLASS c < m II � LARGE MISSILE IMPACT � • II II ; LOCK m 1 WO MMAD ' i� n OPTION W c n I <i038�? •; 74 II •� IN—A4YIJNE js ACV& I. o drawing no. W02-77 R ° ,6.;FOfZ. IN—Apll,'NE AC71VE ; 28 5/8' 28 D.L OPG. D.L OPD. 34 1/2' ANEL WIDTH 34 1/2' e ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -230 ALUMINUM OUT—SWING DOOR •PI/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. gi g m � m ANCHORS AT MTG. STILE ENDS 8) REOD. FOR WOOD INSTALLATIONS 149 3/8' `2) REDD. FOR CONC./METAL INSTALLATIONS 333/8• 1 1/4- 25 1/2• 25 1/z' D.L. OPO. D.L. OPO. D.L OPO. u 34 1/2- u 1 1/4• n SIOELITE WIDTH PNOBUCYTIEY7✓P8B u II r \ ii H D =Z_113. . xlj LACK //i� OPTION .$t c m g ggt� LAMINATED GLASS c < m II II LARGE MISSILE IMPACT 10 4 1 WO MMAD ' n , pYgq.7 ,FIAy� i <i038�? •; II •� IN—A4YIJNE js ACV& I. o drawing no. W02-77 R ° 333/8• 1 1/4- 25 1/2• 25 1/z' D.L. OPO. D.L. OPO. D.L OPO. 34 1/2- 1 1/4• PANEL WIDTH SIOELITE WIDTH PNOBUCYTIEY7✓P8B 34 1/2- 37 S/8• 71 S/8° THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 33 1 Z (� MAX.a 1D/SRI. F �RNER.S yy� j 1 1n a PANEL WIDTH 1 1/4- 37 8/8' IR FRAME WIDTH ( OXXO ) SIOELITE WIDTH PNOBUCYTIEY7✓P8B 0 0 ®LoE w(tl1 t!t 11te11ds =Z_113. . xlj 4 c m g ggt� LAMINATED GLASS c < m o I LARGE MISSILE IMPACT 4 1 WO MMAD ' n , pYgq.7 ,FIAy� i <i038�? •; yU •� js I. o drawing no. W02-77 R ° ,6.;FOfZ. sheet 1 of 7 115 3/18' MAX. (x) (ox� 71 s/I I 110 i/r MNL m \ / (oxo) II -V MAY 149 3/8' MM. (xox) (XX) (xxo) (oxx) APPROVED CONFIGURATIONS MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOYM ABOVE OR WAAUER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1-5/8" THRESHOLD - +53.3 PSF 2-5/8' THRESHOLD = +80.0 PSF 3-1/2" THRESHOLD = +,9.0:0 PSF +10 PsF �.k11z (oxxo) 3116" HEAT STREWD GLASS .090 BRERLATER SA1T.Ex UIG BY 'SOWTIA' 3118° HEAT STREN'D CLASS SILICONE TREM00 TREMWU 500 GE R037700 TREMCO TREMG ^� GE Y ILI 371 78 1/4" MAX. ro4`u MNL 1 1 90ERLAYER LEX MG 8Y 'SOLUTW 0 -3/18" HEAT STREWD CLASS m \ \ 115 3/18' MAX. (x) (ox� 71 s/I I 110 i/r MNL m \ / (oxo) II -V MAY 149 3/8' MM. (xox) (XX) (xxo) (oxx) APPROVED CONFIGURATIONS MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOYM ABOVE OR WAAUER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1-5/8" THRESHOLD - +53.3 PSF 2-5/8' THRESHOLD = +80.0 PSF 3-1/2" THRESHOLD = +,9.0:0 PSF +10 PsF �.k11z (oxxo) 3116" HEAT STREWD GLASS .090 BRERLATER SA1T.Ex UIG BY 'SOWTIA' 3118° HEAT STREN'D CLASS SILICONE TREM00 TREMWU 500 GE R037700 TREMCO TREMG ^� GE Y ILI 0.480' OVERALL LAM. CUSS 0.480' OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (DDDR LEAF) (s DELIrEI m m^ i g=m ' 44 Z emsuffv *+vum d NOTE: r<mo EGRESS REQUIR4MENTS TO BE REVIEWED BY AHJ. 1I ..wva0 � •� e vJ� PE as9z •. • y� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 1 •PR •��$`2�12' sheat 2 of 7 ro4`u HEAT STREN'D CLASS Z 1 90ERLAYER LEX MG 8Y 'SOLUTW 0 -3/18" HEAT STREWD CLASS 0.480' OVERALL LAM. CUSS 0.480' OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (DDDR LEAF) (s DELIrEI m m^ i g=m ' 44 Z emsuffv *+vum d NOTE: r<mo EGRESS REQUIR4MENTS TO BE REVIEWED BY AHJ. 1I ..wva0 � •� e vJ� PE as9z •. • y� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 1 •PR •��$`2�12' sheat 2 of 7 TYPICAL ANCHORS IN!l ALT. t U BUCK o KETAL MIAI�D-pA�' COUNTY APPROVED I E STRUCTURE IN & MULLION NOA ANCHORS Z it MMST d a TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL. ANCHORS t7 W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING FOR SPACING G jg TYPICAL ANCHORS: SEE ELEV. FOR SPACING U. U. a7 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS ]/4" DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) Hilo MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 20Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY I DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a „1/4" DIA. SELF DRILLING SCREWS ((;MADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy - 38 KSI MIN.) O ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) ppm (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 O 3 TYPICAL EDGE DISTANCE z INTO CONCRETE AND MASONRY 2-1/2" MIN. IMO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMss PC - 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS I'm m 2000 PSI MIN. 18 3 ROWS a i REDD. FOR a I LOADS +3 a PSF ,5ASMS B AT 12" O.C. •�� C 0 ° DOOR DETAILS�IR LO «. • M x I a \ N I I a V• Filgr. � \ • AF1kf40 .�. PE . 7059 .: " v .. I SILL- • ° v e - TYPICAL ANCHORS ` v SEE ELEVATIONS " o v TYPICAL ANCHORS �E �' FOR SPACING, v •. SEE ELEVATIONS drOWing no. p EDGE IRSi. FOR SPACING W02-77 4$4p,,�.. sheet _3 ot_7 1/4° MAIL I/a''" o- SSM 0 c METAL SHS fay'U TYPICAL ANCHORS o . SEEELEY. , z FOR SPACING ; ACTIVE LEAF TYPICAL ANCHORS f Fo SPINO • h EXTERIOR Q� D.L0. p . 04(Q. W LEAF WIDTH d 2 , Q4 a WOOD BUCK FRAME WIDTH � AT INACTIVE LEAF FLUSH BOLT AT BOLT AT ACTIVE LEAF '/4• MAX. SHUd � U 1/4• MAX. Q SHIM .. © D1 O OR WOODUCfURE Q TYPICAL ANCHORS NOT REOD. Z v m - SEE FtgtSP ELEV. ,, 18 IN -ACTIVE LEAF 3, FOR a PdO 60 ACTIVE LEAF g Z m Q OR LESS ' - - s OPTIONAL Ll AF WIDTH 4 Is EXTERIOR VFOR LEAF WIDTH TYPICAL ANCHORS ruRTTUCP HINGE ASSEMBLY LOCK OPTION Ni SPACING IyewlN jqft cwl g �i 4+PB mey DOOR FRAME WIDTH L Mid ft"agwe—war Gag! •� I ON . dAVAO NAD,NMI F r gToee� I drawing no. Jt SEE NOTE ABOVE W02-77 LOCK PTI APR '� 20(2 shsst 4 mf 7 a TWnCAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE GIST. Z n• I d � 0 W 8 Hag sHDe s © HO 6 ,e o � z� ja S a ' Iry g LEAF WIDTTOPTIONAL 0 HW HINGE ASSEMBLY .� Z Z o W I SIDELRE WIOTH DOOR FRAME WIDTH O O H60 L OVERALL FRAME WIDTH # TYPICAL ANCHORS I d SEE ELEV. ' FOR SPACING I� g c. I O m 1 � g s O O v� EDGE DIST. TYPICAL ANCHO drawing no. SEE ELEVATIONS . • . FOR SPACING i .1� VYOG�77 SIDELITE DETAILS ,�+Pi�, Vit@ 012 sheet 5 of 7 �-•aaoo� A6B 2dE01.773 ISO �L848-«I FRAME HEAD re" SIDELITE FRAME GW 36572 L574 WEATHER-STRIP ADAPTER OW -31826 .675 3� .415 .�0 —�A62 .485 DECORATIVE MOULDING TM -155A L213 b00 A43 I`•429 GLASS STOP GW -31956 2J29 IJ 0.310 GW 37886 0,g� CENTER HINGE .750 11 u I 3.901 e I Lee n 3A0� J762 e FI e 1�--1.750-�1 2A26 DOOR TOP & BOTTOM RAIL TIM 9 2125 325 0E48� 11.1172_ 572 OW 37689-A QUANTITY OffiCRTPTION HATEMAL NANF./BOPPLIER/BEMARTIS 2.129 OUTER HINGE 1 L012 16NOE PIN 3A00 2 GW 28815 1 1943 3681 DOOR LS00 JAMB 010 x 5/8'%HPINE CAP SMS XM'®1D 9/8' ® TM175 / S rFJi. SMS .750 11 u I 3.901 e I Lee n 3A0� J762 e FI e 1�--1.750-�1 2A26 DOOR TOP & BOTTOM RAIL TIM 9 PART $ QUANTITY OffiCRTPTION HATEMAL NANF./BOPPLIER/BEMARTIS 1 TM -33A 1 FRAME HEAD 6063 -Te - 2 GW 28815 1 FRAME SILL 8083-T8 - 2A OW 37319 1 ALT. FRAME SILL 6083-T8 - 28 TM184 1 ALT. FRAME SILL 6083-76 - 3 OW 36572 2 SIDELITE FRAME 6D83 -T6 - 3A TM175 2 DOOR JAMB 8083 -TB - 4 GW 36048 1 PANEL LOCK SnL.E 8063-75 - 4A TM172 1 ALT. PANEL LOCK STILE 5063-T8 - 5 OW 38&% 1 PANEL HINGE STILE 6083-T5 - 6 TM481 2 PANEL TOP/BOTTOM RAO. 8063-T5 - 7 OW 31628 4 WEATHERSTRIP ADAPTER 6083 -TB END OF DOOR STILES (TOP/80TTOM) B OW 37889A 2/HINGE ASSY. TM OUTER BUTT HINGE 6083-T8 DOOR PANEL/FRAME HWGE SIDE 9 OW 33898 1/HINGE ASSY. TM CENTER BUTT HINGE 6063 -TB DOOR PANEL/FRAME HINGE SIDE 10 OW 32222 2 DOOR LOCK INSERT 8083 -TS LOCK STILE 11 - 1 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/6" THK. CAP ALUMINUM 3" LONG 16 4037 1 AS REO -D. `IX.TRAFAB' CENTEWIN WOOLPLLE WOOL LOCK STILES. JAMBS. HEAD. SILL 18 - 1/HINGE 7/32"0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 21 2/LEAF 1/2-0 THREADED ROD. WASHER & NUT STEEL TOP/13OTTOM END RAGS 22 SERIES 400 1 KWIKSET KNOBLOCK - ACTW LEAF 23 SERIES 800 1 XWDW DEADBN,T - Acm LEAF 24 - 2/HWGE ASSY. HWOE BUSHING PLASTIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS READ. 810 x 1" P.N. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 27 - I 2/HINGEASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SOU. ADAPTER (1' X 1" X 1/16" TUBE) ALUM - 30 1 SILL ADAPTER (1/2' X 1" X 1/16' TUBE) ALUM - 31 TM -075 1 LOCK STILE REINFORCEMENT 6063-T5 FULL LENGTH 0 DOOR LOCK STILES 34 TM -054A 2 MULLION 8D63 -T5 BETWEEN DOOR/SOIE LTTE JAMBS 35 OW 31958 4 CLASS STOP 8083-T5 SIDE LITE GL4WO PERIMETER 37 OW 36737 OPTIONAL O.G. DECORATIVE MDULDNG SOBS -T5 DOOR PANEL PERIMETER 37A TM -155A OPTIONAL O.G. DECORATIVE MOULDING 80&7-T8 DOOR PANEL PERIMETER TM 081 HINGE ASSEMBLY 62 4.753 j''�3.000 egg .Gee 962 i- ', 500 1A00 r 2.640 ,rm L. 1.7 .750 L1A00 JIT- -9 t T 4.000 Imo -3.186--i DOOR HINGE STILE GW -36935 1.157 .640 1-995 bis T-_ .662 a000 ----=i STD. FRAME SILL GW -28615 4 DOOR LEAF STILE ALT. DOOR LEAF STILE SILL ADAPTERS GW 36048 ® TM 72 1.157 =-I 3•� .780 � L055 950 ',.A. PE L MLI .962 .)._ 640E 2900 0-�-^) 2S9g L5154 4 CAN..i II �� 4�3-000—^I .125 y . ALT. FRAME SILL ALT. FRAME SILL 3t LOCK STILE REINFORCEMENT a,¢ •,8'i GW -37319 ® TM -184 TM -075 MULLION TM -054A Yl:7 gVglliN +NII * 2- drawing no. W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: 7-5/8- LONG ALUM BUR HINGES, AT 11- FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: PTION i STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2. OR 48- FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38".OR 38-1/2- FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS. (2) AT SINGLE(X) DOORS OPTION A2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2- FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4. OH MS METALLIC STRIKE PLATE AT 34-1/2- FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) 010 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 78-1/2" FROM BOTTOM FASTENED WITH (2) g8-32 X 1/2- FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTNE AND MACTNE LEAFS TO BE ENGAGED OUMW PFAOOS OF HURRICANE WARNING) i': 4 FRAME TDP CORNER SIDELITE CORNER 6Agn•JAVAD.MMAD 9 �7&W � L; drawing no. W02-77 4 MIAMI•laADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,pov/cera/ T. M. Windows, LLC. 601 N.W.12a' Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the usq of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 044-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA.revises & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. M.nana courtrr NOA No 12-0213.05 Expiration Date: July 05, 2017 tt'1i Approval Date: May 03, 2012 �� Page 1 T.1VL Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahm4d, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA416W dated 04-11-00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , did 05-15-09, signed &sealed by Arshad Vigar, P.E. (file#09-0604.24). 3. Glazing complies w/ ASTM3-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutio Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09-0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 09-0604.24, expiring on April 21, 2016. 2. Test proposal # 07-3765 approved by BCCO dated Feb. OE,, 207, l `_ ��j� (�� , I taq L Chanda, P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E-1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOTP DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. tVtn,U SO t/8" vENr LaIOTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 53 I/8 - WINDOW WIDTH 45 1/4- 04. OPO. W. (FIXED) FALSE MUppN�TTINpS�� 21" MAX. ISUW lSEO N I n u 5 47 3/4" I 50 1/8" VENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) O.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875" D.L.D. WIDTH (VENT) = WINDOW WIDTH - 5.375- D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" i �-2V Er1 JA AM4N 'CAt�H. 3878 ft AP 5 2012 R B LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT p !o, drawing no. 8 W06-34 T- „ „ 4^,\ 1 --- 5 47 3/4" I 50 1/8" VENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) O.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875" D.L.D. WIDTH (VENT) = WINDOW WIDTH - 5.375- D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" i �-2V Er1 JA AM4N 'CAt�H. 3878 ft AP 5 2012 R B LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT p !o, drawing no. 8 W06-34 ( ) NO. W PARENTNEM INDICATE NO. OF ANCHORS PER JAMB Paw= No A;; 140 CwH81 DIMON LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW Wis. CIA TYPE 'F' mm NEW EXT.(+) lw4-) DESIGN LOAD CAPACITY - PEP (WITS ALUMINUM DEWORGDYG) 28, (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 116.0 19-1/8- 28-1/2"38-3/8' 37" 53-1/8' WINDOW DDSB. GLASS TYPE 'C' GLASS TYPES D' & 'E' GLA99 TYPE 'F' GLass TYPE *a, GLOB TYPE GLASS TYPE 'I' GLA 89 TYPE 'J' WIDTH NOGHT EXT.(+) 1Nt.(-) EXT.(+) INT.(-) IEXT.(+) IW.(-) EXT.(+) 10r.(-) EXL(+) iNL(-) EXT.(+) 1NT.(-) W.(+) 1NL(-) 19-1/8" 80.0 115.0 70.0 704 614 1 61.0 1 60.0 80.0 no 80.0 80.0 1 80.0 1 80.0 80.0 80.0 60.0 28-1/2" 26. 70.0 70.0 B1.0 814 80.0 no no so.0 no I no no 80.0 80.0 Soo 37* (4)61.0 Moo 70.0 61.0 81 A 80.0 80.0 60.0 80.0 no 80.0 80.0 80.0 BOA no 53-I/8' 90.0 118.0 10. 70.0 614 614 80.0 60.0 60.0 no W.0 BOA 60.0 60.0 no 80.0 19-1/8" 70.0 61.0 614 80.0 80.0 80.0 80.0 80.0 no SO.0 80.0 no 80.0 26-1/2. 38-3/8-704 w7"OO 61.0 61.0 804 804 S.0 8a0 80.0 no 80.0 80.0 ea0 Sao 3Y (4) 70.0 61.0 614 80.0 60.0 80.0 no SO.O SO.o 80.0 80.0 80.0 80.0 53-1/8" 70.0 61.0 61.0 904 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 Wo 19-1/8' 70.0 704 81.0 61.0 804 80.0 804 80.0 SOO Mo 60.0 80.0 60.0 604 26-1/2" 50-5/8- 70.0 704 . 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 604 80.0 80.0 37" (5) 70.0 70.0 61.0 61.0 80.0 80.0 no 804 80.0 80.0 80.0 80.0 80.0 Sao 53-1/8' 70.0 70.0 51.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SO.0 80.0 80.0 19-1/8" 70.0 70.0 01.0 61.0 804 no So.0 80.0 80.0 80.0 80.0 B0.0 60.0 804 26-1/2. 58-5/8, 70.0 704 81.0 81.0 50.0 Baa no no 80.0 80.0 80.0 eo.0 80.0 80.0 37' {8) 70.0 70.0 61.0 81.0 S0.0 no 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 53-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 60.0 804 80.0 E0.0 80.0 �.0 80.0 80.0 19-1/8- 70.0 70.0 614 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 63, 70.0 70.0 61.0 61.0 80.0 no no 80.0 80.0 80.0 80.0 80.0 804 80.0 37" (8) 70.0 70.o 61.0 61.0 80.0 Bao 80.0 80.0 80.4 80.0 80.0 BOA 80.0 80.0 53-1/8' 70.0 1 70.0 61.0 61.0 80.0 80.0 80.0 S0.0 80.0 60.0 60.0 60.0 80.0 80.0 19-1/8' 26-1/2' ', 70.0 704 61.0 81.0 130.0 80.0 80.0 80.0 80.0 804 80.0 60.0 804 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Boa 37' (7) 70.0 70.0 1 81.0 1 81.0 80.0 80.0 80.0 B0.0 80.0 80.0 804 80.0 80.0 804 53-1/8' - - 61.0 61.0 - - 80.0 S0.0 80.0 60.0 78.2 76.2 80.0 80.0 19-1/8" 70.0 70.0 81.0 61.0 no 80.0 60.0 80.0 80.0 80.0 80.0 80.0 1 50.0 804 26-1/2' 78-3/4' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 SOA 80.0 804 604 60.0 37' (7) 70.0 70.0 81.0 61.0 60.0 80.0 804 80.0 80.0 80.0 80.0 80.0 SCA 604 53-1/8' 1 - - 81.0 61.0 - - 77.6 77.6 80.0 804 748 748 BOA 804 24' 70.0 70.0 81.0 61.0 80.0 80.0 SO.0 80.0 80.0 504 80.0 804 SOO 60.0 30" 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 I 60.0 BOA 80.0 80.0 80.0 38" 70.0 70.0 61.0 61.0 80.0 S0.0 80.0 80.0 80.0 604 50.0 80.0 80.0 SO.0 42'(S) 70.0 70.o 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 48' 70.0 70.0 61.0 1 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 no 80.0 80.0 54' 1 70.0 70.0 61.0 81.0 80.0 80.0 80.0 60.0 80.0 SOA 804 80.0 80.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 JO' 70.0 70.0 81.0 81.0 BO.O 80.0 804 80.0 BOA 80.0 80.080.0SO.o ]WO270.0 36' 704 70.0 51.0 61.0 80.0 80.0 80.0 804 804 Bao 80.0 80.0 80.0 42' (a) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 800 60.0 80.0 80.0 80.0 804 48' 70.0 70.0 81.0 614 80.0 60.0 80.0 80.0 60.0 SOA 80.0 80.0 80.0 80.0 54' 70.0 70.0 8/A 61.0 80.0 804 80.0 80.0 BOA 804 80.0 80.0 80.0 80.0 24' 70.0 70.0 61.0 614 90.0 80.0 80.0 80.0 aD.O 80.0 80.0 80.0 80.0 604 30' 704 70.0 61.0 614 60.0 80.0 80.0 80.0 e0.0 80.0 50.0 80.0 80.0 80.0 36" 72- 70.0 70.0 61.0 614 80.0 90.0 1 80.0 80.0 S0.0 80.0 80.0 80.0 80.0 80.0 42' (7) 70.0 704 614 61.0 80.0 60.0 I eo.o 60.0 SOO 80.0 80.0 80.0 80.0 BDA 48' - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 54' - - 81.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 76.4 24' 70.0 70461.0 61.0 50.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bao 30' 70.0 70.0 51.0 81.0 804 80.0 80.0 80.0 50.0 804 S0.0 80.0 80.0 80.0 38' �'� - - 61.0 81.0 - - 80.0 80.0 ao.0 130.0 80.0 80.0 Bp.O 80.0 42` (8) - - atm 61.0 - - 80.0 80.0 a.0 Bao 80.0 80.0 Sao 80.0 48' - - 61.0 814 I - - 80.0 80.0 80.0 Sao 77.5 77.5 80.0 80.0 ( ) NO. W PARENTNEM INDICATE NO. OF ANCHORS PER JAMB Paw= No A;; 140 CwH81 DIMON LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW Wis. CIA TYPE 'F' mm NEW EXT.(+) lw4-) 19-1/8' 26-1/2` 3Y 53-1/8' 28, (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 116.0 19-1/8- 28-1/2"38-3/8' 37" 53-1/8' (4) 80.0 1tSA 90.0 115.0 80.0 118.0 80.0 115.0 19-1/8' 26-1/2" 37" 53-1/8' 50-6/8. (5) no 115.0 80.0 115.0 80.0 1154 80.0 115.0 19-1/8- 26 -1/Y58 3Y 53-1/13- -5/a- (6) Sao 115.0 80.0 115.0 80.0 113.0 80.0 115.0 19-1/8' 28-1/2' 37" 53-1/8'F 8r (6) 80.0 115.0 80.0 119.0 90.0 115.0 80.0 t mo 19-1/8' 28-1/2' 3Y 77) �80.0 80.0 115.0 80.0 115.0 115.0 19-1/8- 287' 3 3Y 76-3/4' (7i 80.0 115.0 80.0 11&0 80.0 US.O 24- 30" 36' 42- 48" 54' 48 80.0 115.0 80.0 115.0 80.0 113.0 80.0 115.0 80.0 115.0 80.0 118.0 24' 30" 38' 42' 46' 54' (6) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 11&0 24' JO" 36' 42` 72` (7) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 11 S.0 24' 30' 84- 8 804 11&0 90.0 118.0 Z g< off oil! () NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB EW. JAYAD AWAD • FLA PC �ICItiIR"71592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 A 2 5 2012 Q i3� g droWing no. Vd06-34 1/8' ANN. GLASS 3/18" ANN. GLASS 3/18" ANN. GLASS 110- INTERL-UQ AVER UNO(OL-LIQ RESIN Dias TYPE 120- INTERLAYER UVEKa.-UQ G90' INTERLAYER GLASS TYPE 'I' RESIN SAFLEX CID PVB BY SOLIIIIA 1/8' ANN. CLASS 3/18" ANN. GLASS 3/18- ANN. CLASS SIJCONE SILICONE LARGE MISSILE IMPACT USE. DOW COINING 995 z' 9 0069 CORNING 999 = SIUCONE DOW CORNING 99$ MISSILE IMPACT AREAS, GLAZING OPTIONS IM is i! i! 10 G7 GLASS TYPE 'C' GDA,SS TYPE 'D' GLASS TYPE 'E' ANN. GLASS ,490" INTERLAYER SAFLEX LIG PV8 BY SOLUTIA r-1/8" ANN. CLASS HEAT STREN'D GLASS INTERLAYER �*090' SAFLEX mG PVB BY SO.UTIA t r-1/8" HEAT STREN'D GLASS ANN. GLASS 1/4' AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX CIG PVB BY 'SOLUTIA' 1 �rcUMNEEi7 a: Dias TYPE 'G'ro GLASS TYPE I GLASS TYPE 'I' THIS GLASS TYPE oNLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS, GLAZING OPTIONS 0' HEAT STREN'D GLASS 120' INTERLAYER UVEKOL_LIQ RESIN 3/18" HEAT STREN'D GLASS SILICONE rmw CORNING 998 TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREN'0 GLASS 090' INTERLAYER SAFLEX MG PY8 BY 'SOLUM' r-1/8' HEAT STREN'D GLASS GLASS TYPE 'd' 0�- APR 2 5 am � wqs w Ls�6rIN1119rb R drawing no. W06-34 SEE E FOR TYPICAL ILLUSTRATIVE OTLS. ONLY EXT. OR NT. FINISHES NOT BY TM WNOOW SEE SHEET 2 I OPTIONAL TO SPRING LATCH 0 2 APPROVED ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS D= ELEV. FOR SPACING SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TN WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE mv. FOR SPACING 1/4" CIA. TAPCON 9Y 'ITW' (F"120 KSI. "2 KSI) 1/4" OIA ULTRACON BY 'EI CO' (F i77 KSI. FF.109 Ks) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B" kgvmp 014 CMS OR SELF DRILLING CREWS (cS = 2 CRS) "**mP%l* INTO METAL STRUCTURES Qbft Aa*um we STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MW. (6063 -TS MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF D SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYPI .A rrv.-r nISTAN - INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE -1" MIN. WTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD. SOI OR JAMBS Fc . 3000 PSI MIN, C -SO HOLLOW/FILLED BLOCK AT JAMBS Vm v 2D00 PSI MN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Em r: JAVA AAD FLA. 705e2 o -- 1 !Lq* TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) PR 25 2012 ALTERNATE FRAME SbL v co � (Jnaz R OfV� I Zprm � O �Za �a drawing no. W06-34 VENT WIDTH iTBM PAW $ QTY. D1�CBDr1TON ILTAT6lTf6t. MANF./9UPPL�R/RBMAIDQ 1/4' MAX O D.L. OPO. I OW -98783 1 FRAME HEAD 8�3-Ta - SHIMS 2 CW -37731 1 FRAME SILL (4' HIGH) 8083-T8 - IJa• MAIC ASS 18 T8 2A a4-3808 i FRAME SILL, (3• MWi) 8083^T8 - 8 1S TYPICAL. ANCHORS I SEE ELEV. 3 CA9-31448 2 FRAME JAMA 8089-T8 - O -/-FOR SPACING 4 GW -38708 1 MEETING RAR X69 -T8 - 9 STRUCMEM 7 (NI P r S OW -38888 i VENT T� (Wl. 8063-78 - g p a GTT-snso 1 VENT BOTTOM RAR (a• say 8089-T8 - O`G�s¢I .....................-- - BA CW -37568 1 PENT BOTTOM RAIL (3' SU) 8063 -IB - �d ' 7 8 QW -31134 Q4 -3147p 2 2 VENT JAMA SIRE VENT' STOP 8089-T8 8083 -TS - - Q °n D .•.v . TYPICAL. ANCHORS SEE ELEV. .-:-_-:caa•.-_-_::c:-•.-_ =.. :rr:: ------------------------ ... 9 18-68 4/VENT f.1AZMQ BEAD ANGLE Bt�3-T8 - Q Q FOR SPACING 9A TM -123 4/VENT GLAZING BEAD 8063 -TS - 98 1d-170 4/VENT GLAZING BEAD 80a3 -T8 - 9C TM -181 4/VENT GLAZING BEAD (INSUL. LAM. C1A55) 8083 -TB - (L�gpj 3 EXTERIOR toy 10 $B x 1/z• tz/vENT I;I.AZWG ANGLE scREWs STEEL PH SMS b g WOW BUCKS 11 4Q37 (1) STRIP FIN 91A1 WEATNERSTPoP - NTC.RAIL/FRAME SOL ML OPO. (FncED) _ la zz4o {t) srwP FIN SEAL WEArXERSrRNP — VENT T� o WINDOW WIDTH 1s 3722 {2) STRIP Fm SEAL WEATtrE�TIaP - VENT JAMB STO.ES y °r° 14 - 2 1 1/2"x7/B'x3/4' FOJSEAL PAD - FRAME 501 CORNERS J V TYPICAL ANCHDRS 18 - 2/VEwT LATCH LOCK AT a' FROM ENDS CAST VENT TOP SEE ELEV. FOR SPACING �. 16A TM -118A 2/VENT SPRING LOADED EGRESS LOCK 8063 -TB VENT BOTTOM RAO. O ^ SEE EIEV FOR SCAL P Q 16 - 4/VENT VENT GUIDE NYLON vEwr INT. CORNERS CD SAYS 1 4' MAX.HORS / SHIM 1/4' SHIMS 18 17 18 - WVR-9302 2/VENT 2/YENf CALBWEU. SPIRAL BALANCES BALANCE COVER - VINYL AT FRAME JAMBS FRAME READ/JAMBS C1 B 93 ""'.. I 18 N69 2/VENf CAIAWELI. (iAl/WCE CUP - VENT SUIT. CORNERS AT VENT TOP 20 - 2 /12 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 7 21 8 $12 x 1' P.X. SMS STEEL FRAME CORNERS ONS 22 - 8 $10 : 1' P.H. St13 STEEL VENT CORNERS O�m 2 -------... 23 - 4 $8 x J/4' F.N. SMS, STEEL (2) AT EACH LATCH Z 24 - 4 $8 z J/8• F.H. SNS. STEEL AT EA PUSTIC Ct1IDE �j X. a X00 23 - 1 1x1 3/18x3/+xl/B' CHANNEL STEEL AT VENT TOP p� 28 - 2 Ix1J+ THK.x4' LANG BAR ALUM. (t) AT E0. MTO. RAR END 27 - t 1/2xtx1/2x1/8' CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIM 1T8M FOR JAMBS X83 -TB - 29 7M-iB3 1 FI! TRIM FOR HEAD 8083-T8 - 3 30 TM -184 1 FIN 7R8A FOR SILL 8063 -TB - Wamm WIDTH -BADE COUNTY J1 1m-179 1 MTG. RAO. REINFORCING o colMIAMI FUME WITH FIN OPTION "PP�SCUPPED � TYP_ ANCHORS AWIWCTRRVWM amt �S SEE ELEV. SPACINGowe 1vNh g S $ �) t m 93 d ffi .e :'^_-:-:o: _-_ Enpt: J AHMAD x FIA PE Ia. 3 C.A.R. �. ............ exreRioR 0 drawing no. W06-34 WINDOW WIDTH WINDOW WIDTH A $6 .2U12 Srleee s D} � t CHANNEL �6J-T6 AT MEETING RAR 32 TM -178 1 TOP RAIL REINFORCING CHANNEL X83 -TS AT VENT TOP 3.042 1 .082 .847 1.092 3.188 Q FRAME HEAD 1.428--1 M. 1.800 F2 3.089 � 1. 0301.406 1.925 2x75 Q FRAME JAMB .125 t.� 1.000 I~ � MTG. RAIL REINFORCINGS STEEL 436 LS 1 I .822 .125- V 31 O •045 •405 MTG. RAIL REINFORCINGS ALUMINUM Ipso •� aes .ue 1.1� 99 .802 .382 .125 .923 TOP RAIL REINFORCING ALUMINUM .183 O .543 .�0-• r� I 7 .923 1 GLAZING BEADS {~u � I 8 soo .082 LLL3.718 3.097 O NAIL FIN (HEAD) Q � i6 O A n VM Q' p� 0 a Q 41 1.889 O FIXED 1.000 .os2 2.188 MEETING RAIL ® 3.340 .082 2.190 NAIL FIN (JAMB) ,.Doo Iso 1.18 _� TOP RAIL REINFORCING STEEL J)39 � - L00 O VENT STOP � O y�o, 01 rn g oS (,' ��% w 4 4 5 = C3r m ,�; 0 g of Z o... a 1.373 1.750 OS2 2.290 1.000 1.188 1.374 .082 .9 89a 3.199 - - .082 3277 2.500 1.324 1.214 1.399 ssR (3 e m o m m m W e u � S g l I D ® VENT TOP RAR 7O SASH SIDE RAIL ® LATCH LOCK 4'Y6JiB� �"' te 'r FU. PE.884 .� CAN. 'APR '21. 20t ® NAIL FIN (SILL) 3.927 Lk O 2.202 .997 4.347 3.458 .082JAVAD�� VENT BOTTOM RAILS 2.202 .997 4.312 4.312 3.245 .082 3.812 &330 L FRAME SILLS NOTE: EMCR SILL CAN BE USED 3.248 .082- 082 2.830 ® 3.359 .062 1.375 O drawing no. W06-34 sheet s O} 7 10 VENT TOP CORNER FRAME TOP CORNER x � /may Z 1. 2ppgi r ( a.: Mr�iwtrre/hl� ° LL c a _o$a VENT BOTTOM CORNEIj sn JAVAD AWADH 21 M FE I 7088'2 y� drawing no. FRAME BOTTOM CORNER W06-34 APR $ 2m (We—et-7--of-7 MIAM1iMDE I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.jniainldade.8ov/pera T. M. Windows LLC 601 NW IP Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in- areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08,81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1110.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0321.02 Mw1r1 a co NTY Expiration Date: May 13, 2014 �Zaaeauw� 1 Z Approval Date: May 03, 2012 V1.5 Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, 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 horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. NTL75459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201=94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) Manuel Per Product Control Exa i NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (,artially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 104331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FT1,5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA#09-1110.02) 41 Manue P ez, .E. Product Control xa ner NOA No. 12- 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/047 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.0.1) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control E am' er NOA No. 12-03 1.02 Expiration Date: May 13, 2014 E-3 Approval Date: May 03, 2012 ANN. CLASS 1/2' OVERALL CLASS TYPE 'C' HEAT STREN'D CLASS 8" HEAT SIREN'D CLASS SILICONE GE RGS7700 DOW CORNING 895 ll� 7/18' OVERALL CLASS TYPE 'B' ANN. GLASS 120' INTERLAYER z Q RESIN CE SPECIALTIES INC.' 8' ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 SERIES 805 ALUMINUM HORIZONTAL ROLLING A/DW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R/H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -RADE COUNTY APPR'O WINDOWS USING LRAM1-DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .090' INTERLAYER ,SAFLEX ilia PVB�SSOWTW ANN. G DOW CORNING 995 Pcv 11/18' OVERALL INSUL. CLASS TYPE 'E• ADPL. ANCHOR REGO. FOR INSTALLATIONS WTO WOOD STRUCTURES OR THRU WOOD SUCKS INTO MASONRY �.....- FALSE Mums (SUWeACE BEED US WINDOW WIDTH 9 3/8' MAX. 8' HEAD SILL A 1 3/16" ANN. GLASS h �I II 11 120" INTERLAYER -rr-- � GE BOO DOW CORNING 995 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LI(OT MAX. LOADS TO *80.0 PSF. 13 11 If 1/2' OVERALL CLASS TYPE 'C' HEAT STREN'D CLASS 8" HEAT SIREN'D CLASS SILICONE GE RGS7700 DOW CORNING 895 ll� 7/18' OVERALL CLASS TYPE 'B' ANN. GLASS 120' INTERLAYER z Q RESIN CE SPECIALTIES INC.' 8' ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 SERIES 805 ALUMINUM HORIZONTAL ROLLING A/DW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R/H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -RADE COUNTY APPR'O WINDOWS USING LRAM1-DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .090' INTERLAYER ,SAFLEX ilia PVB�SSOWTW ANN. G DOW CORNING 995 Pcv 11/18' OVERALL INSUL. CLASS TYPE 'E• ADPL. ANCHOR REGO. FOR INSTALLATIONS WTO WOOD STRUCTURES OR THRU WOOD SUCKS INTO MASONRY �.....- FALSE Mums (SUWeACE BEED US WINDOW WIDTH 9 3/8' MAX. 8' HEAD SILL A 1 3/18' HEAT STREN'O GLASS h �I II 11 120" INTERLAYER -rr-- � UVEKOL-UQ RESIN LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LI(OT MAX. LOADS TO *80.0 PSF. BY 'SURFACE SPECIALTIES INC.' 3/18' HEAT STREN'D GLASS LLs RGRG3770o GE II � II It DOW CORNING 995 11 II II Tr 13 !If 'I 1/2' OVERALL CLASS TYPE 'C' HEAT STREN'D CLASS 8" HEAT SIREN'D CLASS SILICONE GE RGS7700 DOW CORNING 895 ll� 7/18' OVERALL CLASS TYPE 'B' ANN. GLASS 120' INTERLAYER z Q RESIN CE SPECIALTIES INC.' 8' ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 SERIES 805 ALUMINUM HORIZONTAL ROLLING A/DW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R/H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -RADE COUNTY APPR'O WINDOWS USING LRAM1-DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .090' INTERLAYER ,SAFLEX ilia PVB�SSOWTW ANN. G DOW CORNING 995 Pcv 11/18' OVERALL INSUL. CLASS TYPE 'E• ADPL. ANCHOR REGO. FOR INSTALLATIONS WTO WOOD STRUCTURES OR THRU WOOD SUCKS INTO MASONRY �.....- FALSE Mums (SUWeACE BEED US WINDOW WIDTH 9 3/8' MAX. 8' HEAD SILL A 1 0 �I it 11 h �I II 11 HNT.(-) IXT.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) iM.(-)I EXT.(+) 1NT.(-) -rr-- � ,I1 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LI(OT MAX. LOADS TO *80.0 PSF. II 11 11� II II II � II It O 11 II II Tr 11 11 11 II 11 II 8' MAX HEAD/SILL CORNERS E \� o 1 32 7/8" 33 q! DLL OPG. O.L. CPG OPG. \3333 37 1/2' m VENT WIDTH TYPICAL ELEVATION XO OR OX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER Gus TYPE 'A' 1 GLA88 TYPE 8' GIS TYPE 'C GLA89 TYPE 'D' CLASS TYPE E' EXT.(+) HNT.(-) IXT.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) iM.(-)I EXT.(+) 1NT.(-) 80.0 90.0 1 90.0 1 130.0 90.0 1 90.0 55.0 1 55.0 1 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LI(OT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILSARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 THESE WINDOW$ ARE- RATEjj FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ASE_ NOT'RE0000, .:fj4 o PRODUCT RBVISBD FIA. PE am L '��PIYm8w8UGaFieTlda \CA x'3378aunduffallo Q APR 1 M zjrO> 30 q m � I$ drawing no. W08-81 ----- -AWL ANCHOR REDD. FOR WSTALLATIONS WTO WOW SI`RUCTURES THRV WOOD BUCKS IINTOMASONRY�� FALSE MUNTINS ( ! , BE USED WINDOW WIDTH 10 1/4" 8' MAK. SLIT 9 3/8° 1 3ffAOL" AT F04 LITE MAX HEADS9.1. A AT VENT 1 1 11 II I• I' jl II t II II --JL----1t-- i D-- Ar 1 011 - - 1' II , II 24- 11 II ,i it 11 11 I 11 u 1 4 B P II •I 11 1 1 32 7/8' 33 1/2° 32 7/8' D.L. OPG. D OPG. D.L. OPO. 37 5/8" 37 S/8" VENT WIDTH VENT WIDTH AUA Mara MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GIA;S TYPE 'A' MASA TYPE 'B' CUM TYPE 'C' GUM TYPE 'B' EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR MNOOW VENTS WITH SPRING LOADED ALM LATCHES. FOR METALLIC SWEEP LATCHES LMff MAX. LOADS TO t80A PSF. 8' MNL HIAO/su Comem ADDL ANCHOR RM. FOR INSTALLATIONS WTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY n�• uev FALSE MUNINS) (SURFMAAYY USO\ WINDOW WIDTH 147/6' 3° MAX. A _ 3. 1 I 1 1 1 11 11 I t 1I I ILL= &I Ar 011 11 1 11 1 11 u 1 4 z 01 s' Max. HEAD CORNERS y 19 4 h �dJ�O 4- 411,20 -4a1,0 -J!- I 11 11 t1 1AX, t 1 � ggg 24 S/8° SO• M 24 8/8'Qel D.L OPG. 6.4 OPO. D.L. OPO. ay' 29 1/a• 29 1/4" VENT WIDTH VENT YAM XOX SIZES MAXIMUM DESIGN LOAD RATING —PSF FOR SIZES SHOWN ASM OR SMALLER GLASS TYPE 'A' 1 GLASS TYPE 80.0 1 90.0 1 90.0 1 130.0 LOADS SHOWN ABOVE ARE FOR WNDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES UIGT MAX. LOADS TO :hSC.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 F. r, -A AD'AH(- PRODUCFRE1 M ea rmllPbft wH6 am Ing BAutldtng Codd ft z 0 0Q \ �Y 695arot 1 M M Z O Za m JZma 0 drawing no. W08-81 11 TYPICAL ANCHORS 10 X 3/6• PH SMS PER CUP 14'V LONG WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 - 1-1/4` X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 - 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 2` LONG WEEP NOTCH AT EACH END W4 = 1` LONG WEEP NOTCH AT 32" FROM EACH END TORS --------------------- r __,� IMAMI—DARE COUNTY APPROVED 11 1 MULLION & MULLION ANCHORS 1 SEE SEPARATE NOA 1 ASI. 1 11 1 11 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: see ELEv. FOR SPACING ,1/4" DIA ULTRACON BY 'ELCO(F..m KSL Fy lss KSQ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8` MIN. EMBED INTO CONC. OR MASONRY I/4" TEKS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8` THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 614 SMS OR SELF DRILLING SCREWS (WADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8' (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE- 1" MIN. INTO METAL STRUCTURE - 3/4` MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm o 2000 PSI MM. Etlqr ' qp:D AHMAP ` PRODUCTRDV60 �`.A.Np.3938�2':I• Dufld g1C�odow191HteF:MiAB1 AccoPlmaoDate BY MtIDI! FPG1%'� Browing no. WOB-81 n AV 1df1VV1 OX OPPOSITE 1/4• SHN © VENT WIDTH O . VENT WIDTH MAX. 'Sy wow BUCK �FL— I 1 11 IRc-aA a TYPICAL INS EXTERIOR WINDOW WIDTH XOX LAYOUT SCREENS ANCHORS VENTS WITH SPRIN.G.LOADED LATCHES �rA PE I" r CJbPII �sse , TAdldiagCodo , AP'g 2012 " � u � I dr"nq no. W08-81 1/4- SHIM © O O 4.0 MAX, aall 18 1/4- NAIL STRUCMETALTURE ' 4 13 SHIM� SACING ANCHORS TYPICAL F 0 0 - 13 1V D BUCKS 3' TYPICALANCHORS FOR SPG 4 EXTERIOR o.lo. WINDOW WIDTH XO LAYOUT Ox OPPOSITE C D 1/4- MAX. 1/4- SHIN O VENT WKITH VENT MOTH SHIMS M MAX. M 18Y � �VjJ WOOD BUCKS WOOD o > aT S x za .. eElTYPICAL ANCHORS --SCREENS OPT. --- - - - - ----- SCREENS OPTr-- SEE ELEV. FOR SPACING TYPICAL ANCHORS FOR �Aq6 EXTERIOR WINDOW WIDTH g XOX LAYOUT TYPICAL ANCHORS SFE ELEV. FOR SPACING MAUI-OADE COUNTY APPRMULLION m SEE SEPARATE NOA r= =i VENTS WITH SYVEP. ATCHES tow d AD ""D PRODuc"B:"S"suo T •� CML A4 CaDlfflyhlgWffhB101 i 11 11PE 70992, �BdWiv8 CAIS /� 8 II II '.I ARtDjlNapp No /f! — �• �' L---Jdrowmg no. WIDTH I rtxrEwW08-81 WINDOW oR WINDOW WDTH AB •''2012 aheal $ of 7 FRAME HEAD 1.aSU .077 sts '� 1.426 SILL TRACH 1.W1 .o5a 1.2SS Typ, .929 SILL CUP ADAPTER FRAME SELL TOP 1.379 .082 .e19e -k 1.2so .129 1.000 14 WIND LOAD CUP Oe TOP & BOTTOM RML , 1.780 .094 �. 125-- 2.201 I -V5 to MTG. STILE REM. .obs t.o00 .800 2.312 O JAMB STILE d07•1� �' `� F1L312 18 FOL STILE REINF. .os5 -7T 1 �8 2.373 1.379 1.548 1.000 849 1.139 A82 l S' MEETING STILE 12 VENT LATCH ITBN PART 0 QUANTITY BE80RIPTTON MATERIAL MANP./BUPPLE`R/S DWM 1 TM -130 1 FRAME HEAD 8083-T8 - 2 TM -1338 1 FRAME SILL BASE 6063 -TO - 3 TM -134 1 FRAME BILL TOP 8083-T8 - 4 TM -132 AS RECA FRAME JAMB - VENT 8083 -TB - 5 TM-13tA AS REM FRAME JAL® - FDMD am -TB - B TM -138 2/ VENT TOP AND BUTTOM RAO. 8003 -TB - 7 TM -139 I/ VENT JAMB SRIF 8083-T8 - 8 TM -140 1/ VENT MEETING STILE 8059-T8 - 9 TM -137 1/ VENT I= STILE (SPRING LOADED LM*Q 8083-70 - 9A TM -137A I/ VENT I= STILE (SWEEP LATCH) Sm1T-T5 - 70 TM -138 1 SOL TRACK INSERT 8083-T8 - 11 TM -135 1 SILL CUP ADAPTER, 12• LONG 6083 -TS AT MT(IL STILE LOCATION 12 TM -118 I/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 808.7 -TB AT MID SPAN 12A - I/ VENT MEFALUC SWEEP LATCN - AT MID SPAN 128#8 X 3/4 2/LATCH SWEEP LATCH ,WONTING SCREWS - FH SMS 13 TM-t41A AS REQ. GLAZING BEAD (LAIONATEO GM% 8083 -TB - I3A TM -181 AS REQO. GLAZING BEAD "A, LAtL GLASS) 8083 -TB - 14 TM -194 AS REQO. WIND LOAD CUP, 4- LONG 6053-T8 - 15 i/ STILE MEETING STILE RUNFORCINO 8083-16 - 18 - 2/ STILE FIXED STILE REWFORCNO 8083 -TS - 17 W31225 AS READ. FIN SEAT. WSTRWRNG (.270' X .220" KOH) WOGL - 1B W43371 AS READ. FIN SEAL W'SRIPPING (.187- X .370' HIGH) WOOL - 19 W43201 AS REQ& FOV SEAL. W STRRIPPING (.187" X .Z00' HIGH) WOOL 20 PW43 ADHESNE BACK CLOSED CELL FOAM 7/8- X 1/2- X 1-7/18' LINO 21 2/ VENT VENT ROLLER HOUSING & GME PLASTIC AT EACH END 22 VENT Rt1LLER/WHEEL BRASS y 012 X 1- 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 010 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - PJL PHfWP5 SMS 29 - I 1/ LATCH PENT LATCH SPRING 9T. STEEL - 28 W31175 AS REQ& FIN SEAL W%TR PPINC (.187' X .179' HIEN) wDoL - 27 TM -151 1 SILL RISER 8083 -TB - 2.312 2.312 .099 .099 .435 .183- T- 602 .040 55602 ,542 •040 .500 1.437 1.OW 1.237 1.379 1.000 1.237 I -I• .923 .923J 1.750 1'790 13 GLAZING BEAD GLAZING BEAD O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSTILL IAM. GLASS) FRAME JAMB - VENT FRAME JAMB - FIXED .082 1.919 1.798 .193 SILL RISER Fr1gr. JA AHMAD PF • f4•A. PE ®70.')92 - 81 I" PH. SHS. SCREWS 1' PH. SHS. SCREWS (Z) FIXED MIG, RAIL TOP CORNER is. Emr'JAMMM ARODLICCREVIS® e s comDIY�Svd! the Miff -",C.A:N.• 18��? Bulld`wg A- °'�1 -N z W.D !4 ' BY Ap[� _$•2012,•: drawing no. W08-81 Florida Building Code Online i a- litxns. � ,iticaily, ney.cia � asirhr. Page 1 of 2 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts ( Publications I FBC Staff I HBCIS Site Map 1 Links I Search Product Approval USER: Public User Product ADDrOVBI Menu > Product or Aoolication Search > Aoolication List > Application Detali FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL15920 New 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com Windows Fixed D979:1 JUL 1 2 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 04 Evaluation Report - Hardcopy Received Frank Bennardo PE -0046549 National Accreditation & Management Institute, 12/31/2015 Keith E. Lorinos, PE F-., Validation Checklist - Hardcopy Received FL15920 RO COI Cert Indeo.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/12/2013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/24/2012 10/10/2012 09/05/2012 10/16/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x Window 122" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS920RO II DWG re -submit 10-10.Ddf Approved for use outside HVHZ: Yes Verifled By: Frank Bennardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15920 RO AE Eval.)df Created by Independent Third Party: Yes Back Noxt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/12/2013 "7m TM WINDOW & DOOR SERIES 300 ALUMINUM LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / yob `e 202 / 203 & ASTM E33W-D4 STANDARDS, 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA d G BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O SOR TATED H EVENESIGN in � 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 'pp� �s FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. °t C 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. yV+ 7. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. q 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED �I WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI g 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACTIE PVB INTERLAYER N.O.A.? 11-1118.03 12. E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYER N.OA.6 11-0624.02 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY l• RESTRICTIONS E FL #15920.1 1 t SHAPEEMAYIXCEEOSIZEOFTESTEDRECIANGLETRANSCR7BEDAROUND POSSIBLE ARCHITECTURAL SHAPES: FALSE MUNTINS OPTIONAL 9 30INT WELD .. Y.�' ....._... _. _ ............. _... _......................... ........ .....,_AOINTS-Tw.......... .......,_ (MAY VARY) CLIPPED -CORNER TRIANGLE HALF -ROUND EXTENDED RADIUS EXTENDED GOTHIC yHALF-ROUND f If QUARTER ELLIPSE IT III EXTENDED TRAPEZOID QUARTER SEGMENT EXTENDED FULL PENTAGON ELLIPSE QUARTER SEGMENT QUARTER ROUND FULL ROUND 0 OCTAGON OPEN BOTTOM OVAL QUARTER ROUND AZ EQUAL LEG CIRCLE SEGMENT TRIANGLE 0 ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf, MAX. IS MAX. FOR ANCHORS .t SI o t. TYPE A & C OR Z' • 3' MAX FROM 6" MAX. FOR ANCHORS ANY JOINT OR Tn'E B CORNEA g x n ;1 ',WIDTH - WINDOW WIDTH -4° D.LO.. LENGTH - WINDOW LENGTH -4` FL *15920.1 J 1 1 --w--t I--L--f NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. J J f`, 6 oil H 2.00 n ;1 �I FRAME WIDTH-jj TYPICAL ELEVATION ',WIDTH - WINDOW WIDTH -4° D.LO.. LENGTH - WINDOW LENGTH -4` FL *15920.1 J 1 1 --w--t I--L--f NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. J J f`, 6 oil H v OPTIONAL U2 T t2 GU s w a BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 q FOR SPACING 1/4' MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ST EXISTING HOST STRUCTURE i TYPICAL SECTION 3 6" = 1'-0" VERT SECT WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE CHOR CHHARTSS FOR SPACING & QON PAGE 218 UANTITY TYPE 'A'- i/4" DIA- ULTRACON BY'ELCW (Fu 177 KSI, Fy=155 KSI) THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1.3/4' MIN. EMBED IMO CONCRETE OR GROUT FILLED BLOCK. TYPE '8' - 1/4" DIA. ULTRACON BY'ELCO' (FU -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP,12 G=0.55 MIN) 1-1/2' MIN. PENETRATION IMO WOOD TYPE 'C' - 1/4-20 DTA. SHEET METAL SCREW (GRADE 5 MIN) (FU -120 KSI, Fy=90 KSI) IMO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: %' THK. MIN. (FY -36 KSI MIN) ALUMINUM: 1/8THK MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE%GROUT FILLED BLOCK= 2-1/2• MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. FL #15920.1 0 `'• toll,.._._-oY�tlPej�a EDGE DIST EXPSTING HOST srRucruRE METAL STRUCTURES (STEEL OR a ALUM, I/e• MAV. THICK) ANCHORS PER ANCHOR STEEL: Pym 36 KST MIN. ALUMINUM: 6063--75 MIN. SCHEDULE. SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOOD BUCK E D m ELEVATION FOR SPACING MULUON TYPE AND SIZE. DIST OR 2x WOODSUCK (OPTIONAL).NOT BY T_1/4' 1 MAX SHIM1/4 - kEDGEDISTix MAX SHIM 4/4" MAX SHIM 1 1/4"MAX SHIM U .... _. ...........ANCHORS.PER.... . _........._ ..... __ _... ....... ANCHOR ......ELEVATION W SCHEDULE. SEE TYPICAL 4 ANCHORS PER q 0 ON ANCHORS PER ANCHOR SCHEDULE. � � pop 3 5 SHEET 2/6 FOR 3 SPACING ANCHOR SCHEDULE. TYPICAL SEE T ELEVATION SEE TYPICAL ELEVATION ON Ng 1. '+ 7 SZ/B FOR SPACING S FOR SPACING _ $r A �T OPTIONAL U2 T t2 GU s w a BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 q FOR SPACING 1/4' MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ST EXISTING HOST STRUCTURE i TYPICAL SECTION 3 6" = 1'-0" VERT SECT WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE CHOR CHHARTSS FOR SPACING & QON PAGE 218 UANTITY TYPE 'A'- i/4" DIA- ULTRACON BY'ELCW (Fu 177 KSI, Fy=155 KSI) THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1.3/4' MIN. EMBED IMO CONCRETE OR GROUT FILLED BLOCK. TYPE '8' - 1/4" DIA. ULTRACON BY'ELCO' (FU -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP,12 G=0.55 MIN) 1-1/2' MIN. PENETRATION IMO WOOD TYPE 'C' - 1/4-20 DTA. SHEET METAL SCREW (GRADE 5 MIN) (FU -120 KSI, Fy=90 KSI) IMO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: %' THK. MIN. (FY -36 KSI MIN) ALUMINUM: 1/8THK MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE%GROUT FILLED BLOCK= 2-1/2• MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. FL #15920.1 0 z TYPICAL SECTION 4 6" a 1'-0" HORI2 SECT SCHEDULE "A" FOR SQUARE OR REOTNGLE OPTIONS -OTHER SHAPES ARE LDMMTO l 70PRLSEE PAGER METAL STRUCTURES (STEEL OR ALUM. 118' MIN. THICK) DESIGN LOAD CAPACITY (ASO METHM -- STEEL Fy- 36 KSI MIN. _. FRAME FRAME ALUMINUM: 60634S MIN. GLASS TYPE M2 GLASS TYPE M3 TYPE Md GLASS TYPE TAS 1/4" MAX SHIM IBY OR 28Y 1/4° MAX SHIM I/4' MAX SHIM TYPE IGt ix OR 2x WOOD i� WOOD. 8U4C INTERIOR BUCK (OPTIONAL) Q. 8 BED. w BED OF BED OF e0 -=— BD SEALANT SEALANT ti SD >io 80 730_ ANCHORS PER _. - - ; - __w ... 8070 ANCHORS PER ANCHOR ANCHOR SCHEDULE. j 14 4 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL. SEE TYPICAL 8D eD SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 ELEVATION ON SHEET 130 70 ELEVATION ON SHEET 218 FOR SPACING 2/8 FOR SPACING FOR SPACING 7D ro µn tm 80. ,, �.... 6 7 ro L — _ 3 2 W STING HOST B 8 EXTERIOR 8 ro STRUCTURE 80 I 1 DAA. 1 <� a � 80 FRAME WIDTH---{ FRAME WIDTH .: z TYPICAL SECTION 4 6" a 1'-0" HORI2 SECT SCHEDULE "A" FOR SQUARE OR REOTNGLE OPTIONS -OTHER SHAPES ARE LDMMTO l 70PRLSEE PAGER FL #15920.1 L: ••�•• FOR SQUARE OR RECTNOLE OPTIONS-OTHERSFAM ARE LINTIM70#70 PSI (SM PAGE20 DESIONiOAD CAPACITY (ASO METHOD) ITYPEW TYRETYPE Ad9 O'IA88TYPEU4 TYPE AA6 TYPE AES GASSTYPEIOI TYREIG2 I sr I 48' I 4r f- FORSOUARE OR RECTNGLE OPTIONS-OTHERSHAPESARE UW=TO2 m M (SEE PAGE2) _ri 1.1 a � 70 80 G 80 130 O D so so o • d � L r 000o w so soso so EMBER mom E T . s _ 94 80 _ 24" 70 m 70 70 so 00 80 OD DI 130 m m 80 eo 70 so OD _ - 80_.. eo... b 80 130 7o m 80 - —... aD -. 70.......70 70 �- p 80 eD eo w 9 130 ..lo m efl 80 Air - m m � � eo eo eo eD � - 130 —eD eQ ro ro 80 80 w 80 W 130 a0 OO 74- 80 . 80 80 so - 8B' Y _ 70 70 ro 70 .... .. ...._. .-...... _.. ........ _. m ... 70 .... ro .. ._— 70 _ .... - .... - -- 74• m 70 m 78 24' m 70 m 80 80 80 80 80 80 80 190 70 m 80 $0 30' m m "70 70 80 w W '-� 80 80 20 i•A 70 m iO 98- m m m ..m .. .. eo �..... 80 80 80 — 80 � 13070 78 .... 80 80 8o Bo .. 80 .84 8D 19a ... .. .. .._ 80-- 48- 70 m 80 80 so &1__.. 130 71 _ __ 70 70 m m m - 72° - 70 _ - 70- 70- - _.. 74: - - - - _. m 70 m m 24- m TO 70 m 80 tD 80 80 SD 80 90 1D 70 70 3r 70 so so w so 8D w so 130 70 so SD 38` m m m m 80. gp_..._ 80 80 80 80 70 ro • am . 48'...... - .. —...... 70 _..........................._._..._.._..__..........._ m OD 00 SO . eb....... BD eo - 80 .,fes „ 190 --_........._._......- _ 80 _ .... 80 _ m m 80 80 80 8o 80 SO 80. 130 •...... eo ..._. s4" __...._..... . _._.._ _...- eo --..__................-- so eo eo _ .. ._, es- - 7r .. __....... .......__.... _...._ ----..... _. ro m m to - FORSOUARE OR RECTNGLE OPTIONS-OTHERSHAPESARE UW=TO2 m M (SEE PAGE2) _ri 12= FL # 15920.1 1 9 1.1 a � Q�®Sass NONE o • d � L r 000o EMBER mom E 12= FL # 15920.1 1 9 F - g GLASS TYPES * ONLY APPROVED FOR LARGE MISSILE IMPACT 0 lu �� 3:tu l a Ed ZW 1H 00Y n Z 1-i 12-TMM PAORAEBCNImT COVER 6tR'ET FL #15920.1 ACTTE PVB YER .090 BUTACITE POB INTERLAYER DESCRIPTION .090 BUTACITE PVB INTERLAYER .090 SGP INTERLAYER 3ii6" ANN. %LA" ANN 1/a" H.S. 114' H.S. Xo7 H.S. 6 H.S.SEALANT 8063-T6 3 TM -327 SEALANTYoV 6063 -TB 4 - SEALANT Y° ISEALANT"DEPTH 6063-T6 5 - 0.370` HIGN 0 VWW BULB AND 0.187" T -SLOT TAE POLYPROPYLENE FOR 5/16" GLASS MIN. (TYDEPTH 6 32001 VINYL BULB - mn-o MIN. (TYP.) AMESMW 7 32011 DEPTH MIN: (TYP.) 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY DEPTH MIM. ('fYP.)SETTING (2) @8 K t SMS SCREYf'S AT EACH FRAME CORNER SAE OR 2 MW FOR RECTANGULAR VNNDOYY SHAPES ONLY Bu� t/a Pc 9 - *AININ.. SETTING BLOtlt AT �4 POINTS SCHNEE-MOREHEAD 0 -- - �° }� ^ 4 SERYNG BLOCK AT i/N POINTS 1, - { SETTING? BLOCKAT AT POINTS 1 OPTIONA SURFACE APPLIED MUNTINS 8063-78 m mn ELASTOMETRIC ADHESIVE BY MOMENTNE PERFORMANCE MATEIRALS m 5052 H32 ALUMINUM - JIM STAINLESS STEEL. AL METAL m 711C IL EDGE )LABS SPACER <@> ALL META - PRWARY SEA. <@� 63� <0> SECONDARY SEAL SIJCONE .090 ERITA<@G*> .090 BUTACITE PVI' HS.IN SPACE INTERLAYER.090 s/is" AIR SPACENN. SGP INTERLAYER .090 SGP INTERLAYERR iia° H.S. 114 HS.V4" H.S. 1!a" H.S. Ya" TEMP Ya TEMP SEALANT is° SEALANTYa° - SEALANT SEALANT'�e° 1DEPTH MIN. (TYP.) DEPTH MIN. (TYP:) DEPTH MIN. (fYDEPTH MIN. Tj6SETTING BLOCK AT 1/a POIMTS ut G SETTING BLOCK AT1/a POINTS out µµ++ mAT SETTING Bo 1fa PGm N.1 SETTINOIX AT yINTS R m * ONLY APPROVED FOR LARGE MISSILE IMPACT 0 lu �� 3:tu l a Ed ZW 1H 00Y n Z 1-i 12-TMM PAORAEBCNImT COVER 6tR'ET FL #15920.1 MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS N3001 0.063' SILL/JAMB/MERCER EXTRUSION 6083 -TB E TM -326 1/8" CLASS STOP FOR i" GLASS 8063-T6 3 TM -327 1/8" GLASS STOP FOR 911(" CLASS 6063 -TB 4 - OAS)" SNAP COVER 6063-T6 5 - 0.370` HIGN 0 VWW BULB AND 0.187" T -SLOT TAE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAS 6 32001 VINYL BULB - mn-o INSULATE) CLASS GLAZING DEAD AMESMW 7 32011 VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY 08 - (2) @8 K t SMS SCREYf'S AT EACH FRAME CORNER SAE OR 2 MW FOR RECTANGULAR VNNDOYY SHAPES ONLY 9 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD 0 -- - — 1, - SETTING 81OCK t` LONG AT t/A POINTS HIGH OENSITY RUBBER 1 OPTIONA SURFACE APPLIED MUNTINS 8063-78 1 - RAPID STRENGTH RO37700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTNE PERFORMANCE MATEIRALS ALUMINUM "U" CHANNEL 2" LANG AT EVERY ANCHOR LOCATION (TYP.) 5052 H32 ALUMINUM - 5/16" Xl EDGE GLASS SPACER STAINLESS STEEL. AL METAL i - 711C IL EDGE )LABS SPACER STAWLM STEEL ALL META - PRWARY SEA. PIS - SECONDARY SEAL SIJCONE * ONLY APPROVED FOR LARGE MISSILE IMPACT 0 lu �� 3:tu l a Ed ZW 1H 00Y n Z 1-i 12-TMM PAORAEBCNImT COVER 6tR'ET FL #15920.1 i--3.033 1 1-1.269-1 NOTE: 1 aaRr s14 is NOT REQUIRED WHEN USING THIS EXTRUSION 0.420 0.025 .17 M 0.07Q _ ar 0.030 0.025* . p b 187 0.080 .18 0.080 0.570 0.031 0.)50 0 0 rn 0.056 0.095 .4 -0.050 $ ti m o g � o �o M �ry O .-1 }- 1.139 0.050 0 0.813 1.000 T 1 0 0 0.270 �` o o p pp Ln p0 M 0 0 0.02 —1- 0.090 0.080 18 NOTE: 0 EXTRUSIONS NOT TO SCALE. FL #15920.1 J J M FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). x 2e SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL R (TYP) FL #15920.1 #8x 1" GRADE 2 SMS (FOR 90° CORNERS ONLY) -MgtF G wmg Wig n N9 �W ME Own U S J 12= 8