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WS-13-2336 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-201211 Permit Number: WS-10-13-2336 Inspection Date: December 17,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 140 NW 110 Street Miami Shores, FL 33168-4321 Phone Number Parcel.Number 1121360030110 Project: <NONE> Contractor: UBALDO BLANCO Phone: (305)219-5717 Building Department Comments REPLACE 20 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ��' Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 16 2013 For Inspections please call: (305)762-4948 Page 1 0 f1 I S Warm Shores Village OCT 15206-1 ° nw,� ' o Buildrag Department ----- 40Q50 N.B.2�Avenue►Miami Shores►t+lorMa 33L Tel: 7NSMW Faxr(31 755:8972 IlVSPECI'It1N'S PHON18NpMBFdta(�762.4N+i9 ISC 20 r BUILDING permitNo. ,. PERMIT APPLICATION ukder rermtt Novi,)S13 cO33(o permit Tno BUII. ING R00MG 303 ADDRESS: 140 NW 110 S'RtEET (ky; Maw Sham may' Miami Dade 23e:33188 1allaJPm+aaD: 11-2138403-0110 i b the Bdi tag Mworiew Dekaated:Yes NO X 0W Mb Namo 0%e_ShWla �: C •f tYf 01c- Ave L/ Clty: #-ML �G T3e; �, Te oULam Names PhogaN' T RMIL. CQNTBACr lb Compooy Nmmx UBALDO BLANCA INC _Phaneils 305 888 8913 Addmw 437 GOLDEN ISLES DR.#OF Mr. HALLANDALE gam; Fl. zhx Qas118tName: UBALDQ BLANCO �+lsoneM: Siam Cufflkadoa orR onBs COO 0472$9 Cortl�emof Compstoaay#: CoatactPhomdt: 305 244 7868 Bma(1 Address: Bt;Bl8Cl�yahoocAm i DESI(iNF1ts PAVEL GONZALEZ . 3053452756 a Valta�otWprkPor tWa 1'ermitaa ' 0 Footage of Worms Typeotwab C"blon cWtuatba ONew mup hftptece 01kmo1 oa Desedptbn d Wodu REPLACE 20 WINDOWS BY IMPACT GLASS Color iii s d k, "; �tissaaeNSSea!s+�+a�asss*r�peeq ae Submittal Fee$ PermItFee$ CCF S COVCC$ sivAnIlm I$ Rad Fee$ DBPR$ BondB�__ Notm7$ IT eafoI DWAatatbu Fed$.^._—Technua FNo$ Doable Fee$ Revlea$ ----- ! TOTAL FEE NOW DUEa A Bonding Company's Nance of applicable) Bonding Company's Address City State ZIP Mortgage Lender's Name(if applicable) Morigngc Londcr's Address City State 7Ap Application is hereby made to obtain a permit to do fire work and Installations as indicated, 1 ccrliry chat no work or installation has commenced prior to rho Issuance or a permit and that all work will be porrormcd to meet Clio standards of all haws regulating constriction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK.PLUMBING,SIGNS, WELLS,POOLS.FURNACES.BOILERS.HEATERS,TANKS and AIR CONDITIONERS,RTC..... OWNER'S AFFIDAVIT; I ccrify that all the rorogoin$infommdon is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. OWARNING 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 u Condition to the tssannce of a building permit with an esthaated valatr. exceeding$2500,the applicant moue promise In goad faith that a copy of the notices of cannnencemCnt and rturstructlan Uvre hrav brochure will be delivered to the per son those propern•!s subject to aitarhownt. Also.a rertifted cup}�of the recnrderd natter of cotnmencenrent mew be posted tit the Job site for the first inspection which t seven f7)days e0er the buitdbtp permit is Issued In the absence rtjsuch pasted notim. the Inspection will not b appnn d reinspectim fro wHi be charged. 51gnature Signature Owe r Agent Contactor The(ongoing instrument was ledged befom me this The foregoing Instrument was acknuwlWtiod before ma this day or, A d 3.by � "'�'0 ��S ° day of .20 65.by Ob l dQ J� who is per ttallj knoam to rri% who has produced who is personally known to me or who has produved As idemiitcadon and who did take an oath. as identification and who diet take an oath. NOTARY.PUQLIG NOTARY PUBLICt Sip: m' Sign: ! Print: la-6."W"I INGR ON/S Notary Public-State of Florida Commiss My Commission Expires: lily Comm.Expires Ju130,2015 RICIA AREVALO 11 ?a,u1�0 �✓l Bonded Through flational No 4078 ="; •'e NI`Y COMMISSION#EE012 X86 a««+roe««+e« ` ,•i ss �: �e� APPROVED BY ® Plans E.%aminor Zoning Structural Review Clerk eRe.isnal dH'J1a12bRe�is�Itl7HpfirtgReviawl r)(d10IdtN�Jlfrlv�ssa131151a'�► OEM ¢` :Taxipt n . y<:: T/CB�L-DOI�OTPIdfY. EXCIRES I• roc •SEPYEmbiaR 3o, 2O14 l . CD • r3�: Y .. �CO�lyCode r.: 8A—AMO&10 ' .iv ORBS PAVMIMM�VM 8iAN00« 18F C i amore tAMfRA�I OR BY TAX Cott Ric $750 07/09/2013 S) 17Qi51 3-018429 dts L oed Tax.!ba isiats 0a . . � °qh �'doL�NoMrrsu�lr �fr8ar . . , •jh�®CBPiiO}.abo�oorlisdose0aea�ia�w�—�!�-�•�S°e�8. fanioia .iddc ' y } 3 - a r • r:t� .n n r JEFF ATitYATER STATE OF RAIMA OWISIMI OF VAXIMM Q04Tf0A1 ii All OF RWM TOP UNM MM RAMA WOMM lOK LAIC ae o TMS MMM ft below bas t fa IB *am Rorkle ft Com CilVE PAM EKPMATM ORATE M0512014 Paeft - BLAMO WALDO . FEK "u"m KMNiW NAM AM App WA= MA= tE in Dirt., ow RVAANW" rR =008 . OF IRLISHOM OR TRADE sawn&V now6"II tai ta..oaiea d a agofaoo saa ataa es�tptii�.ew rireet 1gr;Q a aRaAaea a aleeua art aab .ftr afa ww�.,er ea6 erw "'a a�„Ma w is am e m a wogs a ft ae�c..gg►4*VM aye e,w ar t soo et►Odom t aeaearn Rat sy Ums air a«e i;�a'f�ramt.>,i>s.maioc ad af�a d as lm a.Mew mm for a flea setae rt 6ama a s �u s.rwsa. PmW um 1 00a or now oe su 406eae It am tie r a oa SMIML �sad nab at amr so for tdhft d ft oaaa > 262 CSIPSM OF RMM To BE MM W4= 01-11 20 413-9O# PLEASE CUT OUT TUB CARD 6BLOW AND RITAII.FOR fUTURE REFERErlOE t�ATBtazypli r�riPt p RAPMAW p to tA*W 44OA04L Min Oft a of a ootp�toa sf0o dr TaaeQ�PrR1o1/N1rpgGp obt eaaaeON front th br �a of OlrtdN p amo t .mW r a raomtter btamOm or ootmpomm abler ft sommsm GATE: 10/45/2014 .Foam usm Kam tjP" 4=0 m GIWW 44LOW& F$ Cw=Wn of eeefda 0 be FEft Mgt -4*Q*WM&ft SMS of ft 6tftM ar*Mb tiered at E rite trades of dooflos to be enmmm*C BUMM NAM AND ACCFM E PoitBttema�IElpemr a nR a� a.L Aie=of dmmft tm be g=*t if,d atgr oat Oar K S=Mt dA to Sd*a t.ranaft fw;ammuaA pr,tmoom ,,., Utte perms awmad �e�or 1 ae a�xm Om of ft aooft Wr bmmmeaa of a pr�taem, fie dmitmrtmeat sW3 fa Mm a oerttff-M at=y time for**m of Aro 8=6 OF pR TPIAl;>t: 0 1 111, amfpt ftat ffie ottifteptte tm meet the tagatea9aNis of tbt I-umm Gtr.GOttnwoo= Mum m 40-IM ' OnY bolt PMWn OR On job, ke" RWW Pwdm !br VOW r ' . ']�e�4t 4 50q (P/ VC-M COMME OF RMMM 8E 81-t1 FAX JOURNAL REPORT TIME : 10/08/2013 20:00 NAME FAX TEL SER.# U63274F2J152032 NO. DATE TIME FAX N0./NAME DURATION PAGE{S} RESULT COMMENT #003 10/08 14:26 3054605261 16 01 OK TX ECM 10/08 15:24 30 03 OK RX ECM #005 10/08 15:42 19545222361 14 01 OK TX ECM #006 10/08 15:47 3056873008 14 01 OK TX ECM #007 10/08 15:56 12762360570 01:37 14 OK TX ECM 10/08 16:09 908 788 4600 26 01 OK RX ECM 10/08 16:10 3054708285 25 01 OK RX ECM 10/08 17:39 1 888 768 4569 01:15 02 OK RX ECM BUSY BUSY/NO RESPONSE NG POOR LINE CONDITION / OUT OF MEMORY CV COVERPAGE POL POLLING RET RETRIEVAL PC PC-FAX :!: ,j f • 1 4'. 1 ♦ fir I r t c 3,.,�.. .1� c. • -y. .."' a j . ��', c �-• > F, � ,�� "� ri it ,� �� pil ITT fit 1 FAX JOURNAL REPORT TIME 10/09/2013 02:00 NAME FAX TEL SER.# U63274F2J152032 NO. DATE TIME FAX NO./NAME DURATION PAGE{S} RESULT COMMENT 10109 00:51 39 01 OK RX ECM BUSY : BUSY/NO RESPONSE NG : POOR LINE CONDITION / OUT OF MEMORY CV : COVERPAGE POL : POLLING RET : RETRIEVAL PC : PC-FAX MAK-19-2U13 WE UZIM PM . LAKULINA MUKARt rAA NQ auj W ULU► &COM CERTIFICATE OF LIABILITY INSURANCE M THIS C@RTtPtOATB 18ii jw VORW MATION CAk�+tA CONS ILTANTJ ON1,Y Ate CODERS NO RtCaHTS IAbN THE CEATW IrATH HOLDtsJt.THE CERT[�EGA7L NOT Ai�1Q 6XTEMm OR 8M W STREET.8TE 118 AI.THR THE 0 BY THE Sam. At WJL FL 3310 ARM AWOMM COVMQG MOM A Mn&C VAIhN3 M WSU UnAM KAMM QC.VC s 437 COLON MM Cat 88F O. HAUANDAt.Iw Wit.FL 3M9 ir,s�u: coves+► THE aaaMOF M MUNHAVEBM TOTHEOUKW MNMWAB n e�aH ' OR Alit ttr�IItAl�dlWr MM OR OF ANY GWMACT O t OTiiBtt C=Xoff TO ALL T T VM T AlW ool i�icR CEAFFOMM POPOLXW& A MAY �BY PAW CAM (8$1 Po�aQY 0th a to OWN a na s tir 13 OSOM4 iaa ce as i imew A X .o w�crrc asap ° Bow ciAtas,uos® ro°i aAt�rr a 1 Ctm tw uc �rt,�raai�aurrs�urAarsse3 xv tratiasmr �' ° AWMM ALI.O *4q" ° sAUM ° . 4 a�rroatar-eA a . MVAM Atrfis Y: AM y MQgaUAR 9 nc�s9tD , 9 ° � n r�Ol Al6i s L eAG'eAd a es.o -0A9l�YF a �B -AOLIGYuw 9 � /Bt�B+f PBClAl.Pit{ i� ' CATP tdOLDER X A9[flt CAAfCELLAT DAIS fl aiH WBUM GOMM 1Yj. To LL m8 MWS DAM MUNTY 10 as nt°> uaa°a� �e $as 118068W298T : as "°R ~.FL3m78 m� 3fl6.888-SD7S 1 pr U6aldo -Bla nco (;.C. I nc. 437 Golden I sles E)r. Apt # 8-F- J- allanJale -Peac�, --1 33000 October 24, 2013 To: City of Miami Shore 10050 NE 2"d Avenue Miami Shore, FI 33138 From: Ubaldo Blanco G.0 Inc. C/O Ublado Blanco 437 Golden Isle Dr. Apt# 8F Hallandae Beach, FI 33009 To Whom It May Concern, The purpose of this letter is to inform you that I Ubaldo Blanco, General Contractor (CGC# 047289) will be working at a job located at 140 NW 110TH Street. Miami Shore, FI 33138, where Pino's Window Corp. will be installing new windows for this property. Please see attached proper documentation for their Worker's Compensation. If you have any questions or concerns regarding this matter, Please do not hesitate to contact me at (305) 219-5717 Sincerely, UAW la o lanco CGC# 047289 Miami shores Village ♦S 0REs s� Building Department a 10050 N.E.2nd Avenue Miami Shores, Florida 33138 4PAir" y� Tel: (305) 795.2204 L Fax: (305) 756.8972 October 16, 2013 Permit No: WS 13-2336 Building Critigue Review 1. FBC. 2010, SECTION 105.3.5,...EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE 2. VALUE OF WORK REFLECTED ON THE PERMIT APPLICATION IS NOT INDICATIVE OF THE SCOPE OF WORK. Ismael Naranjo Building Official 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. NVINDOW SCHEDULE SIZE MARK DESCRIPTION w H MATERIAL REMARKS NOA O1 SH 19" 39" ALUMINUM/GLASS IMPACT GLASS 12-0315.10 SH 24" 31 1/4" ALUMINUM/GLASS IMPACT GLASS 12-0315.10 0 HORIZ. ROLL.(XOX) 111" 50-5/8" ALUMINUM/GLASS IMPACT GLASS 13-0204.01 ® HORIZ. ROLL.(XO) 53" 50-5/8" ALUMINUM GLASS IMPACT GLASS 13-0204.01 0 HORIZ. ROLL.(XO) 55" 51" ALUMINUM/GLASS IMPACT GLASS 13-0204.01 © HORIZ. ROLL.(XO) 41" 48" ALUMINUM/GLASS IMPACT GLASS 13-0204.01 O7 HORIZ. ROLL.(XO) 37" 50-5/8" ALUMINUM/GLASS IMPACT GLASS 13-0204.01 ® HORIZ. ROLL.(XO) 53" 38-3/8" ALUMINUM/GLASS IMPACT GLASS 13-0204.01 0 CASEMENT 37" 50-5/8" ALUMINUM/GLASS IMPACT GLASS 12-08204--b M MULLION 1 X 4 X 50 NOA 12-0314.02 BY DA cily ti SUE3JECT TO COMPLIANCE WITH ALL FEDERAL o Py S IA Fr.A�Jf)COU,TY RULES AND RI"GULATIONS WINDLOADCALC.com BUILDING INFORMATION JOB INFORMATION Design Wind Speed Nominal Ultimaze Wind Velocity(mph) 175 Windl4"4Cjcatc.come client Nominal Wind Velocity(mph) 133.6 Your Window to Success Address 140 NW 110 STREET Exposure C Internal Pressure Enclosed Com He ht above z{ft) 010 Job Number Standard Wall Height- ft 10.0 ASCE 7-10 er Mean Roof Hei t h- ft 12A Building Width(ft) SOS TOPOGRAPHIC FACTOR Build (ft) 69.3 Version 7.1 Roof Slo x:12) 3.0 2004-2012 C Hill Shape Flat-No HUI Roof le( 14.04 H. ft 0.0 a) a Strip(it) 4.80 Building Permit Edition ft 0.0 End Zone(ft) 9•� Wind Load Program x ft o Para t Ate.Roof Perimeter(ft) 0.00 b z+ (ft) WIND LOAD DESIGN INFORMATION Nominal Wind Load Pressures OPENING EFFECTIVE APPLYING WIND LOAD FOR: ZONE ELEVATION W LENGTH WIND AREA MAXIMUM MAXIMUM NOA Approval Number Max Pressure Per NOA Manufacturer Model Nmnber (feet) (feet) (feet) (s9 ft) POSITIVE NEGATIVE PRESSURE(psi) PRESSURE(psi) WI 4 8 1.5 2.0 3 38.2 -41.5 12-0315.10 FLORIDA WINDOWS W2 4 8 2.0 2.0 4 38.2 41.5 12-0315.10 W3 5 8 3.1 4.2 13 37.6 -49.9 13-0204.01 Z W4 5 8 2.3 4.2 10 38.2 -51.2 13-0204.01 O W5 4 8 2.4 4.2 10 38.2 41.4 13-0204.01 W6 4 8 2.0 4.0 8 38.2 41.5 13-0204.01 O W7 4 8 1.6 4.2 7 38.2 41.5 13-0204.01 z W8 5 8 2.3 3.2 7 38.2 -51.2 13-0204.01 (� W9 4 8 3.0 4.2 13 37.6 40.9 13-0916.09 0111111111181 64 1, Ole z 'z w a O 4 3 r •`y� ' N g do wo • S TE hY Is O' rr �j�SS1 ••R.�..A• ':` %ms www.vAndloadeate.com ,�I��OIY n;,`,%%�%14=13 Pagel r \ - 1 ! e Values of Symbols Building Values Topographic Factor Values Symbol Value Symbol Value a 4.8 Hill Shape Flat-No Hill End Zone 9.6 K1 0.0 Kh 0.81 K2 0.0 Kz 0.85 K3 0.0 qh 32.38 Kzt 1.0 qz 33.94 µ 0.0 zg 900.0 gamma 0.0 of 9.5 H 0.0 V(ultimate) 175.0 Lh 0.0 V(nominal) 135.6 x 0.0 I 1.0 z 0.0 Roof Angle 14.0 Gcpi 0.18 Topographic Factor GCp+(Wall-Zone 4) 0.83 Eqn.6-3 (ASCE 7) GCp-(Wall-Zone 4) -0.82 Kzt=(1+K1*K2*K3)^2 GC p+(Wall-Zone 5) 0.70 GCp-(Wall-Zone 5) -1.05 Cp (Roofs) -0.7 F Reduction Factor 1.0 Exposure C Note: *The symbols that are not shown are included in the calculations,but due to the fact that they are not the same for each case(for multiple effective wind areas)they are not listed above. ttIIIIIIIIIIIII GEIV 0- i 768 Z • *- 0* � � - s X ;6l,, 0. its lot www.viindloadcalc.com 10/4/201310:14 AM miguel soto tl Windloadcalc.com 0 PARAURL. wraft .. 1 g 1r Gep, g g TORON s 1 4 a ., BUILDING INFORMATION WALL INFORMATION WALL PRESSURES Ultimate Wind Velocity(mph) 175 Nominal Wind Load Pressures HORIZONTA EFFECTIVE Nominal Wind Velocity(mph) 135.6 WIND LOAD FOR ZONE HEIGHT WIND AREA L DIMENSION (s9ft) MAXIMUM POSITIVE MAXIMUM NEGATIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE Exposure C PRESSURE(psf) PRESSURE(psf) LOAD(pounds) LOAD(pounds) Internal Pressure Enclosed Interior Wall-Normal 4 10 40.9 409 29.0 -32.2 11,859 -13,184 Height above ground(z)-(ft) 0 Exterior Wall-Normal 5 10 9.6 96 32.6 -39.9 3,129 -3,833 Standard Wall Height-(ft) 10 Avg.Load on Wall 4&5 - - 505 30.8 -36.1 15,552 -18,222 Mean Roof Height(h)-(ft) 12 Interior Wall-Parallel 4 10 59.7 597 28.5 -31.7 17,013 -18,947 Building Width(ft) 50.5 Exterior Wall-Parallel 5 10 9.6 96 32.6 -39.9 3,129 -3,833 Building Length(ft) 69.3 Avg.Load on Wall 4&5 - 693 30.5 -35.8 21,169 -24,833 Roof Slope(x:12) 3 RoofAngle(degrees) 14.04 indioadc tc.COm(� Your Window to Succe" (a)Edge Strip(ft) 4.8 End Zone(ft) 9.6 Parapet Along Roof Perimeter(ft) 0 `tIm 111 e 1 r1+'r++ 0 GONZ O�fi G E N g�., i c 97 ° � r • • OA • 0 WindloadcalC.aorn fill 4)9 p A Altk TM UOVMAL s b sa BUMI)ING INFORMATION OPENING INFORMATION OPENING PRESSURES NOA INFORMATION Uldmate Wind Velocity(mph) 173 Nomhud Wind Iuad Preamrea Nombml Wind Velocty(mph) 133.6 WIND LOAD FOR: ZONE OPEN GWwm(it) LENGTH(ft) EFFE�E AREA MAMNIUM POSWIVE NOA ApprvW Nmmbr Mm Premm Pu NOA Mm dwWmr OPENING NEGAT BESSURE E=Poems C PRESSURE(pat) Internal Pressure Enclosed Wl 4 8 1.3 2.0 3 38.21 -41.43 12.0315.10 FLORIDAWINDOWS Height above ground(z)-(it) 0 W2 4 8 2.0 2.0 4 38.21 -41.45 12-031530 Standard Wall Height-(ft) 10 W3 3 8 3.1 4.2 13 37.36 -4936 134Y204.01 Moan Roof Height(h)-(ft) 12 W4 3 8 2.3 4.2 10 3851 -31.17 13-0204.01 Building Width(ft) 30.3 Building L-gth(il) 69.3 W3 4 8 2.4 4.2 10 38.19 -41.43 13-0204.01 Roof Slope(c12) 3 W6 4 8 2.0 4.0 8 38.21 -41.45 13-0204.01 RoofAogie(degrem) 14.04 W7 4 8 1.6 4.2 7 38.21 -41.45 13.0200.01 (a)Edge Strip(ft) 4.8 Wg 3 8 2.3 3.2 7 38.21 -31.17 13-0204.01 End Z� (ft) 9.6 W9 4 8 3.0 4.2 13 37.64 40.88 13-0916.09 Windloadcalc.com e Vour Vdndow to vsussreas I� • a 697 • i � i / I f MIAMI-BADE 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.miamldade&ovtpera Florida Window Systems,Corp. 7191 NW 77"'Terrace Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"FWS-200"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W04-20,titled"Series FWS-200 Alum.Single Hung Window (L.M.I.)", sheets 1 through 5 of 5,dated 03/11/04,with revision E dated 03/07/12,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#09-0624.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0315.10 Die cout�r Expiration Date: July 29,2014 Approval Date: June 07,2012 g�29�12 Page 1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-20,titled"Series FWS-200 Alum. Single Hung Window(L.M.I.)", sheets 1 through 5 of 5,dated 03/11/04,with revision E dated 03/07/12,prepared by Al--Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No. IIETI43-1820B dated 02/12/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 04-0528.03) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No. HETI-034820A dated 09/09/03,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 04-0528.03) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No. HETI-03-1322B dated 01/01/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 04-0528.03) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked--up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering and Testing,Inc.Test Report No.HETI- 03-1322A dated 06/05/03,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 04-0528.03) Manuel . Product Control E ine NOA No. 12-0315.10 Expiration Date: July 29,2014 Approval Date: June 07,2012 E- 1 v v Florida Window Svstems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC--2007, prepared by Al—Farooq Corporation,dated 06/15/09,signed and sealed by Arshad Vigar,P.E. (Submitted under previous NOA#09-0624.06) 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. 11-0325.05 issued to Solutia,Inc. for their"Satlex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 2. Notice of Acceptance No. 08-1118.07 issued to Oldcastle Glass Inc. for their. "StormGlass Glass Interlayer",dated 03/05/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated May 24,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 09-0624.06,issued to Florida Window Systems, Corp.,for their Series"FWS-200"Aluminum Single Hung Window—L.M.I.,approved on 08/26/09 and expiring on 07/29/14. Manuel Pe P.E. Product Control E er NOA No.12-0315.10 Expiration Date: July 29,2014 Approval Date: June 07,2012 E-2 • 48 3/8° D.L OPG.- g� S 1/2'MAX. _ 14'MAX. FALSE z �: 3 CORNERS_ A I HEAP/SILL (SURFACE APPUED) MAY Be USED P I Ij �f 0 v D �Q IILs n II II i1119 II II II II � II II �1- - & yN. II •/ II 0 W C ii ii y � 1 I 4a 1/8° D.L OPO. N $ a0 5/8° VENT WIDTH '� z tp - 53 1/a° . FT HES ARE RATED FOR LARGE& SMALL MISSILE IMPACT. WINDOW WIDTH p_ 2i ' SHUTTERS ARE NOT REQUIRED. �- - TYPICAL ELEVATION F- TESTED UNIT °w SERIES FWS-200 ALUMINUM SINGLE HUNG WINDOW BULB VINYL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER GULB VINYL CHARTS SHOWN ON SHEET 2. 1/8'ANN GLASS 1/8°HEAT STREN'D GLASS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 078°INTERUYER o R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 090'PQ INnELAYER SAFLEX COMPOSITE(VS—XX) BY'OLDCASTLV WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SAFLEX IuG BY'SLLUTIA' OR MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. SAIL" III INTERLAYUT LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8'ANN.GLASS SAFLEX mG BY'sLLLTM' WILL APPLY TO ENTIRE SYSTEM. 1/8'HEAT STREN'O GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PECORRA 895 �" ° REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY PECOR E ;g g g HURRICANE ZONE (HVHZ). z�' PECORA 89S b WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER N ! LOADS TO THE STRUCTURE. II t ! N x u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Ij !I ! ! ErtgrA,AV AD AFAMAD _ PRODUCT R8V181 T ' CNLL ascmuply ,WIhthe EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ! I ! ! •' PE Qe 7'0Q694 . ,L ANCHORING OR LOADINO CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA�..�"° mccpw=Mc 2 II a $ NOT PART OF THIS APPROVAL q'}' t', l A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � ,�z�12 gY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL MAT SCREWS,THAT M drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MA UdS SHALL MEET THE GLASS TYPE 'A' GLASS TYPE 'H' REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. WO4-ZO GLAZING OPTIONS sheet 1 of 5 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS y�U DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF N W/O SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS W/0 SHEAR CLIPS WITH SHEAR CUPS AT JAMS GLASS TYPE I GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE Z _h WINDOW DIMS. 'A' 'H' 'A• 'H' WINDOW DIMS. W 'B' 'A• B. C�r dz WIDTH HEIGHT EXT.(+)INT.(-) EXT.(+)IW.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) iNT.(-) EAT.(+) 1NT.(-) EXT.(+) iNT.(-) EXT.(+) 1NT.(-) 1� I CL 19-1/8° 60.0 85.0 88.7 75.0 80.0 65.0 66.7 75.0 19-1/8" 60.0 65.0 88.7 75.0 60.0 65.0 6 6.7 75.0 p 26-1/2" 80.0 65.0 66.7 75.0 60.0 85.0 66.7 75.0 26-1/2' 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 Q U 32" 60.0 65.0 68.7 75.0 60.0 65.0 66.7 75.0 32° -5/6° 00.0 85.0 88.7 75.0 60.0 65.0 66.7 75.0 0 37° 26" 60.0 65.0 66.7 75.0 80.0 65.0 68.7 75.0 37° S0.o 85.0 66.7 75.0 60.0 65.0 88.7 75.0 N, 42" (3) 60.0 65.0 66.7 75.0 60.0 65.0 68.7 7 5.0 42° (5) 80.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 „Mrs 48" 60.0 85.0 66.7 75.0 60.0 65.0 68.7 75.0 48" 80.0 654 66.7 71.2 60.0 65.0 66.7 75.0 153-/8°--" 60.0 85.0 88.7 75.0 60.0 65.0 56.7 75.0 53-1/8' - 1 61.4 61.4 - - 68,7 75,0 19-1/B° 60.0 65.0- 66.7 75.0 60.0 85.0 66.7 75.0 19-1/8" 60.0 85.0 66.7 75.0 60.0 65.0 66.7 7 5.0 26-1/2° 60.0 65.0 66.7 75.0 80.0 65.0 66.7 75.0 26-t/2° 60.0 654 66.7 75.0 60.0 65.0 8&7 75.0 s - 32" -- 504 65.0 66.7 7S.0 60.0 654 66.7 75.0 32° 80.0 55.0 68.7 75.0 60.0 65.0 8&7 75.0 37° -3/8° 60.0 65.0 66.7 75.0 60.0 65.0 56.7 75,0 37" 57" 60.0 65.0 88.7 75.0 60.0 65.0 6&7 7&0 b rl 42" (a) 60.0 6&0 66.7 75.0 60.0 65.0 68.7 75.0 42° (5) - - 86.7 75.0 - - 88.7 75.0 eeelll F 48" 60.0 65.0 88.7 7 5.0 60.0 854 68.7 75.0 48" - - 66.7 68.3 - - 66.7 75.0 53-1/8" 60.0 85.0 65.7 73.5 60.0 1 65.0 66.7 75.0 53-1/8" 1 58.2 58.2 - - 8&7 7&0 N 19-1/8° 60.0 65.0 68.7 7 5.0 So.0 65.0 88.7 75.0 f9-1/81 60.0 65.0 66.7 75.0 60.0 1 65.0 66.7 7 5.0 p 26-1/2" 60.0 6 5.0 66.7 75.0 60.0 65.0 66.7 75.0 26-1/2" 60.0 1 65.0 88.7 1 75.0 60.0 65.0 66.7 7 5.0 C3 32° 60.0 65.0 66.7 75.0 60.0 65.0 65.7 75.0 32" 1 80.0 1 89.0 66.7 75.0 S0.0 65.0 8 6.7 1 7&0 37" 50-5/8' 60.0 65.0 68.7 7&0 _80.0_ _.65.0_ _66.7 7&0 37° 63" - _ _ 66.7 75.0 - - 6&7 7&0 42" (a) 60.0 65.0 66.7 76.0 80.0 69.0 66.7 75.0 42° (8) - 66.7 75.0_ - -- 8&7 7&0 W 48" 60.0 65.0 88.7 69.8 80.0 65.0 66.7 75.0 1S-1/8" 80.0 1 85.0 86.7 75.0 60.0 65.0 68.7 7&O 53-1/8° 60.0 60.2 60.2 60.2 60.0 65.0 78"86.7 75.0 26-1/2° 80.0 65.0 66.7 75.0 60.0 65.0 06.7 7&0 19-1/8" 60.0 65.0 86.7 75.0 60.0 654 66.7 75.0 32" (B) - - 66.7 75.0 1 - - 66.7 7 5.0 C tw-r1 R 28-1/2° 60.0 65.0 66.7 75.0 60.0 1 65.0 66.7 75.0 • NO. IN PARENTHESIS INDICATE NO. OF ^M 32° 50.0 65.0 66.7 7&0 60.0 65.0 66.7 7 5.0 ANCHORS PER JAMB. 37° 37° 80.0_ 85.0 88.7 75.0 BOA 894 86.7 7 5.0 0 Z u� 42" (6) 60.0 65.0 88.7 75.0 60.0 65.0 86.7 75.0 48" 60.0 64.9 64.9 84.9 60.0 !650 88.7 75.0 53-1/8° 55.6 55.6 55.8 55.8 00.0 88.7 75.0 i9-t/6° 60.0 65.0 66.7 75.0 60.0 88.7 75.0 °1p 26-1/2" 60.0 8&0 66.7 75.0 60.0 66.7 7&0 J 32" 80.0 65.0 86.7 75.0 60.0 56.7 7&0 o 37" 63° 80.0 6&0 66.7 75.0 60.0 _66.7 7_5.0 42° (6) 60.0 68.0 68.7 75.0 60.0 88.778.0 r , 48° 60.0 87.7 Bi.7 81.7 60.0 654 66.7 7&0 ° v 53-1/8" - - 52.6 526 - - 66.7 75.0 19-1/8" 80.0 65.0 66.7 7590 60.0 65.0 88.7 7&0 $ ; 26-1/2° 80.0 85.0 66.7 75.0 60.0 65.0 68.7 7&0 333 $ 3a° 60.0 65.0 667 75.0 60.0 65.0 663 7&0 NOTE: 78" GLASS CAPACITIES ON THIS SHEET ARE 37° 60.0 85.0 88.7 75.0 60.0 89.0 86.7 75.0 (s) BASED ON ASTM E1300-04 3 SEC. GUSTS)s 42° - - 86.7 74.2 - - 88.7 7&0 { 48° - - 57.4 97.4 - - 66.7 75.0 AND FLORIDA BUILDING COMMISSION ° .. DECLARATORY STATEMENT DCA05-GEC-219 c a 66.7 75.0 NO. IN PARENTHESIS INDICATE NO.OF g 1- ANCHORS PER JAMB. • cm PRODUCTRHVUW ANMAD E pe6 7059$, 118=IPl�w5L90F � �" 3 115538 Sopding $ ^ AgeojSInItW�� Orowfng no. b1f04-20 �Y `ti01Z sheet 2 of 5 TYPICAL ANCHORS TYPICAL ANCHORS f� SEE ELEVS.FOR SPACING SEE ELEV.FOR SPANN BY TYPICAL ANCHORS _ G WOOD BUCK SEE ELEV.FOR SPACING i A a METAL MIAMI-DADE COUNTY APPROVED .d - STRUCTURE MULLION &MULLION ANCHORS O 4.a ° SEE SEPARATE NOA I V li !i t8 SEE ELEV.FOR SPACING <C I I: ! i! TYPICAL ANCHOR SEE ELEV. FOR SPACING �3 !i h WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. 1/4" DI u T ACON BY 'EL CO (Fu=177 KSI, FY-155 KSI) a ! ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-318- MIN, PENETRATION INTO WOOD o c ii THRU 1BY BUCKS INTO CONC. OR MASONRY N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O I! I! fJ !1 !! DIRECTLY INTO CONC. OR MASONRY � gA OPTIONAL TO 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY SPRING LATCH 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) rY INTO METAL STRUCTURES r STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) © a s ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) tlM N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) s Z n M Ii 812 SMS_ OR SELF DRILLING SCREWS (GRADE 2 CRS) F 3 I 1 y� i to I! I! INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") ? ?S W it i! (NO SHIM SPACE) t piI Fine t I' E TYPI-4 DGF DI 1: INTO CONCRETE AND MASONRY = 1-5/8- MIN. INTO WOOD STRUCTURE = 1" MIN. ° INTO METAL STRUCTURE = 3/4" MIN. u i! C O N C R E T E 1'0 = 3000 PSI MIN. I l e li !i C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. R !� !! JEER i i i i 9 SEALANT: J I R O R O ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD 5504 SEALANT. bi g 10 cam i^ WEEPHOLES: t5 2 a W1 = 1-1/2" X 3/16- WEEPHOLES AT 2-1/4- FROM wt o o w CO it� � EACH END AHWAD, auopuCTRBVISW � >, �7Z�D_ •D wnPlyms wKbdofbldb CAN Dpg , 8 TYPICAL ANCHORS FOR ANCHORS W04 20 SEE ELEV. SPACING ° ley SEE E E'EL W04-20 EV. i� ^ WOOD B" FOR SPACING MAY cheat 3 of 5 ITEM r PART 6 RRQD. DESCRIPTION MATERIAL MANF./9DPPLIER/RBMAM V 1 FWS-020 1 FRAME HEAD 6063-T6 - 2 FWS-021 1 FRAME SILL 6063-T6 - MIAMI-OADE COUNTY 3 FWS-022 2 FRAME JAMB 6063-T6 - a �` J SEE APPROVED THE NON TYPICAL ANCHORS 4 FWS-025 1 FIXED MTG. RAIL 8083-T6 - ... ..._ULLION SEE ELEV.FOR SPACING 5 FWS-024 1 VENT TOP PAL 6063-TB - 8 FWS-023 1 VENT BOTTOM RAIL 6083-T6 - 7 FWS-Ot6 2 VENT SIDE RAIL 8083-T6 - 8 FWS-029 AS ROD. GLAZING BEAD 8083_-T6 9 FWS-018 2/VENT VENT LATCH®10-3/4'FROM ENDS 6D63-T6 - _ 9A - 2/VW CAM TYPE SWEEP LOCK ZAMAN INTALLED W1(2)#8 X 3/4'FH EMS 10 - 2 LATCH SPRING STEEL 11 895 1 AS REDD. GLAZING COMPOUND - PECORA _-- -- 12 88 X 1-3/4' 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SIAS 13- - - - _ _ T{, (N J ---- --- 14 W21175 AS REDD. PILE W'STRIPPING WITH PLASTIC FIN - ULTRAFAS 1 15 E205 AS REDD. BULB W'STRIP_PING VINYL - ��iiii eee111 16 - 2/VENT BLOCK AND TACKLE BALANCE 16A - 2/VENT 8/8'SPIRAL BALANCE - - n WINDOW WIDTH WINDOW WIDTH 17 86 X 3/e' - SASH GUIDE SCREWS - FH U 19 20-09 2 SASH STOP ALUMINUM 19 - 4 1 SASH OUIDE 20 - 1 5/16'BOX SCREEN - OPTIONAL A{ = w � A �to TYPICAL ANCHORS A PM R FOR SPACING O 1/4'MAX. 9^ 1 1/4'MAX. VENT WIDTH SHIMS 1/4'SHIM TYPICAL ANCHORS p Z SHIM MAX. SEE ELEV.FOR SPACING 0: 18 10 --7 TYPICAL ANCHORS . SPACING SEE ELEV. ....._.._.._.. _. .._.._..-.._.._.._.._.. .._._.._. _._.._.._._._.._.._._.._.._.._.._.._._.._.. _._._.._._._.._........................ ._.._.. - .._.._.._.._.._.._. ._.. .. --- ._.._.. ; WOOD B � METAL - - - - - - STRUCTURE ��-.sjrw -------- ----- - ------------ WOOD ` a B p i8Y 3 EXTERIOR n Wow SUCKS o m e �ry7 Won=WIDTH Elgr-44VAD AHM d0l)IU TRRVtM Fu PEA v90 92 a flbt119F 8 is T40/ dmwing no. MAY W04-20 she6t 4of 5 2.769--- I°•,.031� V 1.3 2.895 .062 .750 -.0 O 82 O A 1.250-d 1.250 FRAME HEAD L 0 I / G II LL 1.25 { .082 1.878 (' M FRAME JAMB 2.065 b W ,.also [�n t.aoo .780 .062 9112 I HIS MEETING RAIL 3 a p-1.878 VENT LATCH U .a,9 1.180 .062 — L'1i•� 1.785 .594 V1l d 1.062-4 GLAZING BEAD VENT TOP RAIL _ a 3 62 1.25�0 � /l 2 �c m$°�O O�v�•a �o�m nz 1.250 .062 125 S .414 VE NT SIDE RAIL VENT BOTTOM RAL F 2.889 FRAME CORNERS DETAI NT ORN R DETAI .062- � 2.250 in V�Ay6�A•H•M ' 2.750 L. PROIWCT RSVWD .SS2 �fq� 7099E.. w amoyfug with do FEwkb J� -NuftCode 41 ,,4 d 3 t A I 2.883 roving no. W04--2Q FRAME SILL ••N.� } . •...•• shset of g M IAM I•DADE MIAMI-DADE COUNTY 4 PRODUCT CONTROL SECTION DEPART51ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww m1am1dade.eovieeon9my Florida Window Systems,Corp. 7191 NW 77 Terr. Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(hi Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade 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'FWS-300"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-80,titled"Series FWS-300 Alum.Horiz.Sliding Wdw. (L.M.I.)",sheets I through 7 of 7,dated 10/15/07,with revision A dated 03/05/12,prepared by A1-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0315.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0402.01 r7l 5 MIAMI-DA E COUNTY Expiration Date; May Ol,2018 r Approval Date: May 16,2013 Page 1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-80,Sheets 1 through 7 of 7,titled"Series FWS-300 Alum.Horiz. Sliding Wdw.(L.M.I.)",dated 10/15/07,with revision A dated 03/05/12,prepared by Al-Farooq Corporation,signed and sealed by Iavad Ahmad,P.E. (Submitted under previous NOA#12-0315.08) B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted un der NOA#071025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1944,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Sub»rifted underNOA#07-1025.09) 3. Test reports on: l)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,TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HE TI-05-1439,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#071025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation,dated 10/17/07,signed and sealed by Humayoun Farooq,P.E. (Subs nitfed under NOA#071025.09) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel PeprTIE. Produet Control E er NOA No.13-04022.01 Expiration Date: May 01,2018 Approval Date: May 16,2013 E-1 i Florida Window Systems,Coda. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastern Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP-Composite GIass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 01,2013,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 12-0315.08,issued to Florida Window Systems,Corp.,for their Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I.,approved on 06/07/12 and expiring on 05/01/13. Manuel Perez, . Product Control Exa NOA No.13-0402.01 Expiration Date: May 01,2018 Approval Date: May 16,2013 E-2 t I 1 1/4° V WINDOW mm WINDOW WIDm � � 13 1/2°MAX Z 13 i/2°NAX. ItEAO/SILL C 0-57i LL _ 9°MAX 0"MAX F , AMTG.SRLES tLH�A'RFA U PAPPAP�) C FArO.STILES Q 8°LIAR a CORNERS Q, 11 a Y n 11 n tititilll ¢¢ It D f II S --- C ii D ii E � C All, p it it It II II II II ==qp==c:s 11 ° mm 11 33 t/2° 33 1/2° 33 1/2° - 000111 33 1/2° 33 7/6° D.L.OPG. D.L.CPG. D.4 oPG. .n g ip D.L OPG. D.L.OPO. .n 2233 37 1/6° vovT Om vENr Wrom 371/8-NDm ii Oj TYPICAL EL AEV UM E55! SERIES FWB-300 AY TJMjsjUM HORIZONTAL SLIDING WINDO{9 DESIGN I= RATINGS FOR THESE WINDOWS TO BE AS PER ° CHARTS SHOWN ON MEETS 2 & 3. _ R APPROVAL APPLIES TO SINGLE UNITS OR SIDE SY SIDE COMI MATION.S OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING RODUCT'R ill,thRTA as cwaplgtag svi161t1e t>for& M4AMI•-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 'WldlxgCode _ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 4ece,Aance No WILL APPLY TO ENTIRE SYSTEM. F.x tra,looDrte G%& rTHIS tOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ADAmE s $< osu MENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WOOD BUCKS BY HERS,MUST BE ANCHGRED PROPERLY TO TRANSFER PRODUCTRBVISBD $A LOADS TO THE STRUCTURE. 1THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 0Q:�BNp�I as pingsHmptog a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE NOT REQUIR£0. t,n I�18 eSe2 NO $ EMBEDMENT TO RASE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO. cw„N.�s3 HB gg h ANCHORNG 0R LOAONG CONDIiEONS NOT SHOWN IN THESE NAILS ARE r : •;�'i1 8 NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. droWlDg oo. MATERIALS INCLUDING BUT NOT LIMITED TO sT AL SCREWS,THAT A'u' W07`-SO COME DrrO CONTACT WITH OTHER oLSSHAIAR MAEET�S SHALL MEET THE „1�rHk��:A'Z �2 eheet t of 7 REGUIREMENTS�'mE FE.ORIH BURL CODE SECTION 2003.6.4. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) �v GLASS TYPE'A' aLA88 TYPE 'H' VITROVT REINFORCING WITH REINFORCING p WINDOW DIALS. A W/o SHBAR CLIPS HITH SHRAR CUPS 11/0$HEAR CUPS HITS MAR CWPB 0 i YAM HEIONI EXT.(+) WT.(-) EXL(+) TNT.(-) £XT.(+) (NT.(-) EXT.(+) INT.(-) P 26-1/2" 4 68.7 7 5.0 8&7 75.0 80.0 100.0 80.0 100.0 37" 26" 4 0&7 75.0 06.7 78.0 80.0 100.0 Sao t00.0 A 53-1/8" (2) 6 80.7 75.0 66.7 7 3.0 $DA 100.0 80.0 100.0 Ic+ 74" 8 66.7 75.0 66.7 70.0 80.0 100.0 80.0 100.0 28-1/2" __ _ 4 86.7 7 8.0 66.7 7&0 80.0 100.0 80.0 100.0 (Q, 3r 4 85.7 78.0 66.7 75.0 80.0 100.0 $0.0 100.0 53-1/81 (3) 0 68..7 70.0 68.7 76.0 80A 100.0 80.0 100.0 A 74" 0 88,7 76.0 06.7 75.0 80.0 821 80.0 100.0 di 26-1/2° 4 8&7 78.0 86.7 78.0 80.0 100.0 80.0 100.0 -17, 6o-8/8' 4 88.7 6&7 75.0 1110.0 828 80.0 IOOA SIUDONE 53-1/01. (4) 6 84A 64.8 86.7 78.0 64A 64.6 80.0 100. ON CORNING 795 DOW CORNING 795 74° 6 54.9 54.9 66.7 78.0 54.9 54.0 80.0 100.0 8 20-1/2° 4 86.7 75.0 6&7 78.0 80.0 828 80.0 100.0 I/8°HEAT STREN'O GLASS 1/8°HEAT STREWO GLASS 37" 03° 4 02.3 02.3 8&7 78.0 62.3 623 00.0 100.0 or (8) 8 47.2 47.2 8&7 _ 78.0 47.2 47.2 BOA 100.0 .090°INTER4AY£R A75"WTERLAYER O cq 74" 8 3&2 3&2 06.7 7&1 38.2 3&2 80.0 92A Pte ' VANCEVN ST61sA1 COMPOSITE BY'SOUITUI 24" 4 68.7 7&0 8&7 7&o mo 100.0 80.0 100.0 U i, .__ _ __.... 1/8°HEAT STREN`0 GLASS t/8°HEAT STREN'0 GLASS N. 30" 4 88.7 Tao 6&7 75.0 80.0 100.0 mw 100.0 48° (2) 4 86.7 76.0 6&7 75.0 WA 100.0 80.0 100.0 SIMNE SILICONE BO" 8 6&7 7&0 88.7 7&O 80.0 IOU 80.0 100.0 F DOW CORNING 795 OOW CORNING 795 72° 8 8&7 7&0 66.7 75.0 80.0 100.0 BOA 100.0 24" 4 68.7 7&0 8&7 7&0 80.0 100.0 80.0 100.0 4 11 I' N TE99 111 38° 4 66.7 Tao 6e.7 75.0 soo 100.0 :roa 100.0 � i- � 1• ',� 48° 4 88.7 7&0 68.7 7810 80.0 100.0 80.0 100.0 60" 6 88.7 7&0 06.7 7&0 60.0 100.0 80.0 100.0 Li 72" 8 88.7 7&0 66.7 7&0 00A 88.9 00.0 100.0 m 24" 4 86.7 7&0 0&7 7&0 8&0 100.0 004 100.0 2 38° 4 56.7 7&0 8&7 7&0 80.0 90.8 804 100.0 n ' 48" 4 -U-7- 74.4 80.7 7&0 74.4 74.4 -000 100.0 GLASS TYPE 'A' GLASS TYPE 'H'60" (4) 8 88.6 88.7 75.0 65.6 65.6 80.0 100.0 72° a 61.0 66.7 7&0 61.0 61.0 80.0 100.0 GLAZING OPTIO24" 4 7&0 86.7 75.0 00.0 96.6 BOA 100.0 38° 4 87.7 06.7 78.0 67.7 87.7 80.0 10&0 48° ' 4 54.2 6&7 7&0 54.2 64.2 $00 100.rw- 6 88.7 780 4" 4&5 80.0 100.0 B 72' 6 41.8 6&7 7&0 41.8 41.8 00A 100.0 It GOUC7• as C-1 BENRW lq OF ANCHORS PER HEAD&SILL n o �rlm A A N0. � R the Ptothll- ( = NO.OF ANCHORS PER JAMB •toldlnBCode ) AtteplencaNa ,�=f Ir411o0 DetO A , ALL EXTERIOR(+) LOADS SHOWN THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL I+ItOD1ICCR8yI8Bp ° FOR STD. SILL (NO RISER) LIMIT(EXTERIOR(+) LOADS TO 66.7 PSF a_p6aa As-u*I"BwAhthap== SEE DETAIL ON SHEET 4. ��44t77R ptmwooM ' NOTE ( `'' 1 A uo Da10 GLASS CAPACITIES ON THIS SHEET ARE droYring no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) i' •' AND FLORIDA BUILDING COMMISSION 0007-80 DECLARATORY STATEMENT DCA05-m:DEC-219 :;:yl H16et of 7 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DMON LOAD CAPACITY - PSF(XOX SIZES) GLASS TYPE'A' MASS S TYPE'B' G1A84 TYPE'A' GLASS TYPE'B' •M WITHOUT REINFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING ^ WINDOW DIMS. A W/O SHEAR CLIPS MR SHEAR CLIPS W/O WMR CLIPS WiM WWR CUPS WINDOW DM. A W/0$no CMps WITH SHEAR CUPS W/O SHEAR CLAPS KITH$MR CLIPS Q VmTH mww Exr.(+) INT.(-) �.(+) W4-) E1G.(+) INT.(-) 0.G.(+) BIT4-) wiTH Hawn EXT.(+) W.(-) EST.(+) INT.(-) EXQ+) W4-) w-(+) WT.(-) 74' 4 88.7 73.o 80.7 75.0 80.0 100.0 60.0 100.0 74° 4 68.7 75.0 66.7 78.0 80.0 100.0 80.0 100.0 108-1/4' (2) 4 86.7 75.0 88.7 780 80.0 100.0 8&0 100.0 108-1/4° (2) 4 66.7 75.0 66.7 711.0 80.0 100.0 8&0 100.0 111° 6 88.7 78.0 88.7 70.0 80.0 100.0 80.0 100.0 111' 6 86.7 754 06.7 78.0 800 100.0 ODA 100.0 74' 4 88.7 78.0 88.7 78.0 80,0 10&0 6&0 100.0 74° 4 68.7 73.0 68.7 75.0 8&0 87.8 80.0 iQOA 38-3/8" 38'3/0° 108-1/4° (3} 86.7 75.0 88.7 78.0 77.5 77.8 80.0 100.0 106-1/4° (3} 4 88.7 76.0 66.7 780 no 92.9 80.0 100.0 111! 6 68.7 73.0 8&7 75.0 80.0 81.7 80.0 100.0 111° 8 66.7 7&0 08.7 78.0 8&O 08.8 80.0 1000 74° 80-8/8 h 08.7 67.6 86.7 760 67.0 67.8 80.0 1000 74' 80-3/6° 4 88.0 0&0 68.7 78.0 00.0 8&0 80.0 100.0 loo-'/4' -(4j 4 65.8_-_58.8 66.7 7&0 &5.8 55.8 80.0 160.0 (4) d) 8 51.9 54.9 05.7 73.0 54A sa.9 60.0 taoo 74° o3" 4 47.4 47.4 68.7 75.0 47.4 47.4 8o0 100.0 741 4 49.8 49.8 65.7 76.0 49A 49.6 6&0 100.0 (5) 1 108-1/4° 61' 4 39.1 3&1 68.7 71.9 39.1 39.1 80.0 0&1 72° 7 66.7 7&0 66.7 78A 8&0 100.0 80.0 100.0 111° (5) 6 3&2 3&2 80.7 70.1 38.2 3&2 80.0 92.8 84° 24" 9 66.7 7&0 66.7 7&0 600 100.0 800 IOOA 72° 7 68.7 78.0 08.7 75.0 800 100.0 800 700.0 98° (2) 9 68.7 75.0 80.7 7&0 80.0 100.0 80.0 100.0 84" 24° 9 86.7 70.0 _68.7 7&0 804 10&0 80.0 100.0 tow 9 08.7 78.0 68.7 7&0 80.0 100.0 800 100.0 g0' (2j --8 - * 80.7 7&0 88.7 7&o 800 100.0 80.0 10&0 72° 7 88.7 7&0 66.7 7&0 80.0 00.7 800 100A 0.K 108" 9 80.7 7&0 6&7 750 SOA 100.0 80.0 100.0 04° 36' 9 88.7 7&0 _08.7 7&0 80.0 92.8 8&0 IOOA 72° 7 66.7 7&0 60.7 7&0 80.0 100.0 80.0 100.0 or (3) s �.7 73A 60.i _7&O 800 80.0 80.o I0OA to _ 84' 38° 9 66.7 7&0 68.7 7&0 SOD 100.0 800 1000 108° 9 88,7 7&0 88.7 76.0 f�.0 98.6 80.0 100.0 g6• (3) 9 88.7 780 68.7 7&0 80.0 92.0 80.0 FOD.0 72' 7 68.7 720 0&7 78.0 729 72.9 0&0 100.0 to8° 9 66.7 73A 08.7 780 80.0 80.0 00A 100.0 84" 48') 9 68.7 0&4 W.7 78.0 6&4 68.4 80.0 10D.0 72° 7 88.7 74.4 86.7 7&0 74.4 74.4 60.0 10010 98° 9 61.5 81.5 88.7 78.0 8t.5 61.5 80.0 t00.0 84° 48° 9 6&7 68.0 66.7 780 680 6&0 am 100.0 80° 72" 7 51.7 st.7 66.7 73.0 51.7 31.7 Sao t000 . g0' (4) 9 83,7 83.7 06.7 78A 63.7 63.7 80.0 100.0 (a) 108° 9 61.0 61.0 65.7 73.0 81.0 61.0 80.0 180.0 A 4 NO. OF ANC14ORS PER HEAD&S&L � ��'g] 72° 7 s4.2 54.2 66.7 7&0 54.2 54.2 80.0 100.0 ( ) NO. OF ANCHORS PER JAMB i8 84" 6D° 9 48.7 48.7 60.7 730 _48.7 4 8.7 80.0_ _1c!91 Z 90° (8) 9 44.7 44.7 68.7 7&0 44.7 44.7 800 100.0 `- 108° 1 1 9 1 41.8 1 41.8 1 88.7 7&0 414 41.8 80.0 100.0 A m NO. OF ANCHORS PER HEAD & SILL _ () - NO.OF ANCHORS PER JAMB (1/4U) (t/2W) (1/411) (1/30 (1/30 (1/909 RODUCYRENEIYLIP I D OPERATING VENTS TO DE 1/4 OF THE WVMM WIDTH gvd>��o ilh60Raw 4. 4ceeptnoceNo .0f fboDate t$ �} B tit $° OPERATING VENTS TO BE 1/3 OF THE WINMV WIDTH othd'daat, g a ALL EXTERIOR +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL v P1tODt1Cf R1iVIS8l1 Y FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF `4_' +0.f 7oe>ik, BuU6rngcode SEE DETAIL ON SHEET 4. p?s Acttpi o No NOTE: GLASS CAPACITIES ON THIS SHEET ARE 9do o drawing rro. BASED ON ASTM E(300-04 (3 SEC. GUSTS) W07--80 AND FLORIDA BUILDING COMMISSION �Y(Q; .'�Dtz• DECLARATORY STATEMENT DCA05-DEC-219 ;'..t.. sheet of 7 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACM SEE ELEVS.FOR SPAC10 SEE ELEV.FOR 5 I z . ^s toy METAL MIALO^OAOE COUNtt APPROVED 4YOOo BUCK STRUCTURE MULLION&MULLION ANCHORS !�r 4 ° I SHEAR CLIPS SEE SEPARATE NOA I P 2-LONO AT •f'••'4':' 1 t ANCHOR LOCATIONS "'"•` SEE SHEETS 2&3 ZS I POR CAPACITY d O h A g 9 •!i i TYPICAL ANCHORS $4' SEE ELEY,FOR SPACING .i TYPICAL ANCHORS• SEE ELEV.FOR sPAONG i ii ii Ile TAPCONS BY =10' I !i iii L4�' WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. STS. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES V MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM 1-318" MIN. PENETRATION INTO WOOD AND TRANSFER THEM TO THE BUILDING STRUCTURE. •i '! THRU 16Y BUCKS INTO CONC. OR MASONRY gg�� - 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY Pf r! I•i w L is j:j U � 7 I DIRECTLY INTO CONIC. OR MASONRY 0 ii I ji 1-1/4° MIN. EMBED INTO CONC. OR MASONRY J12 SMS OR SELF DMLUNG SCREWS INTO METAL STRUCTURES r3 F STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) g _ !!! ALUMINUM : 1/8° THK. MIN. (6063-T5 MIN.) sag Z i. I!�' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o #12 SMS OR S5LF DRILLING SCREW JJ ng n g INTO DARE COUNTY APPROVED MULLIONS (MIN. THK. - .0901 (NO SHIM SPACE) i- II MINIMUM EDGE DISTAyCE y i! INTO CONCRETE AND MASONRY m 1-5/8° MIN. ! INTO WOOD STRUCTURE - 1a MIN. I t• p! 7 1lt�s�°x�1°RISER INTO METAL STRUCTURE a 3/4° MIN. Rp99 i j! i jl A<)fEO TO SILL 3 B 1`112 li I; WITH SIMCONE SEALM: I Ii ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i•i 14 SEALANT. 2 , M WENPHOLES: t0. Wt o 1° X 1/4° WEEPHOLES AT 5° FROM a EACH END cam onucr R¢No re oDG `n PR • .......... ds° , @10 K 3 :FN SMS T4a yprry g is X 1-1/2"Pm Sits $PER i ascmnlAyteSpUh the Flol!igt I Dete f,7 $ 2 PER CUP RESdf.VRW1S ONLY) Ruhllag Code - 9 v A- I .e REINF.1YOYl8.ONLY) { 4eceptanteNo 4 p g ...a -a .4 A F Iratlo Date 2t71B , drowIng no. � REINFORCED.SIUT. INSERT L' � i . a, a •` SEE ELEY`.NCHMACNO SEE sHEETS 2&3 FOR CAPACRr W07-80 A tr �04 mtti'� sheet 4 01 7 • 3/18"MAX. Sk9A4 PENT WIDTH 1/4'HAX. 12 $HIM TYPICAL FURO 13 \J \/ - TYPICAL ANCHORS SEE ELEV. g SEE ELEV-FOR SPACING 8 J by ....—SCREEN OPT. --^--•• «_.._.._.._. ..—_—..—..—._.. a ......___-- ._.,.—:.:.- STRUCiva 21 a ----- ------- g�Q ode WOOD tnxacs a x �•sMS Y,z 3 EXTERIOR AT 3"FROM EARS J p7 AND V C.C.MAX. a t� WINDOW WIDTH /X 2 X 1/8° — XO LAYOUT AL1M1 TUBE 4SITHE tHHI01E Ox OPPOSITE � REINFORCED MTG. 3TILRS p SEE SHEETS 2&3 FOR CAPACITY U 3/18°MAX. 6 to SHIM 1/4"SHaa 0 PENT WWH ttAX. TYPICAL O 1 VENT WIDTH SEE ELEV. SPACING V OC+ T3 V MONAI TO TYPICAL ANCHORS 8 SPRING LATCH O n M SEE ELM 00 I.M FOR SPACING Z METAL ---SCREEN OPT. ------ .s::.:::':_: ._-:.a:c:z.�. __....,._ ----------�, R STRUCTURE 21 8 �.. WOOD STRUCTU 8 3 EXTERIOR WINDOW WIDTH RODUCfRCN1;1;Yp3� XOX LAYOUT OcomplyinawllbiheAkTldg 9aiainBCodc 4Melitaecc No ,rd Ez radoa Date APPROVED MULLION MULLION SEE REV.MR ANCHORS ar� j SEE smPft E MCA �g< — — ANtTAD PROINTCT Ri VMW •o �N emoTUaely:o wmGtp — A��1yca4�Plano�IV,NO --------...... h7 $ 8 8';, n o dmWbtq tio. �e1tv.,qq� 1*, W07-80 ,g WINDOW WIDTH ( tYtNDOW WIDTH •' T'9•� It Q• cheat 5of 7 ts° 2.698 rom PART 0 QUANTITY DUMPTION MATERIAL VANP./BUPPWPoL/BRUARKS • 1 FW$-022 1 FRAME HEAD 8083-T5 - ��p gggy .082 �— 2 FVVS-026 1 FRAME SILL 8063-T8 - .414 3 FWS-019 I FRALIE JAMB VENT _6083-78 - z - - 1.2� 1• 4 RTS- _ _ 1 FRAME J"m p083-i8 - 0 1.879 1.031 ._P. 1�. B FM-028 �.I/VENT FIXED RAIL 6003-M - SF a I'250-� 8 FWS-024 I/VENT VENT MEETING RAIL 6083-T8 KKK 7 FO-016 2/VENT TOP AND BOTTOM RA9. 6063-T8 t.2ttO� Q VENT TOP/BOTTOM RAIL a FWS-023 I/VENT JAMB STILE _ _ 6083-T8 -�--- o 9 FWS-029 AS REOD. GLAZING BEAD 8083-TB - 01 FRAME HEAD 1.788 10 FWS-OIBA 1 8'LONG SILL TRACK INSERT 8083-TS AT FIXED RAILS ONLY 11 - AS REOD. SHEAR CLIP r LONG 8083-T6 AT ANCHOR LOCATIONS 11188 1.383 .062 12 FWS-018 2/VENT VENT LATCH 5083-T6 AT 10-1/2°FROM ENDS <p 1.813 12A - 2/VENT CAM TYPE SLVEEP LOCK ZAMAK AT 13-7/8'FROM ENOS GGGiii �' .828 1380 13 14-6010 1/LATCH VENT LATCH SPRING ST.STEEL - 14 RH-2S00 2/VENT ROLLER HOUSING&OIADE PLASTIC M&M PLASTICS 17 F SS-078 AS RE QA. BAFFLE NYLON M&M PLASTICS 2.280 1' 18 6 X 1•-1/4° AS WM. F T ASSL7MY SCREWS CRS Pit.SUS 3.037 1.7 19 a8 X 3° 2/VENT FIX.RAIL SILL SCR'WS(SRI.END CRS P.H.SMS ® JAMB STILE 20 - AS RECD. GLAM GASKET VINYL {� N 21 E-208 AS FEW. BUIJ3 WSTPoPPINC _FLEX PVC O F 1.7 22 W23ZIIIQ AS READ. WOOLPII.E WSTRIPPIN_p_ - ULTRAFAB OR EAU1V. U 28 1/YfNT 6/16•BOX St2TEEN OPTIONAL 2.698------�i rm rl 1.878 V Q FRAME SU 1.082 1.404 1.180 z M a ® MEETING RAR. O } "S" 2.06 .094 .062 ts'I n 1.1401 t0 SILL TRACK 1•438 1,250 !r .zso �. 912 1.440 1.000 ® FIXED MTO, RAIL SIEAR CLIP •RODUCTREN@ the" as colnPlyi°HpD6 the FIarFAP. 9aldlaIt & AT"( an 1.807 E■plradaa BAte 1P 780 780 BY R' tz VENT LATCH M.la bF °c .062 ' i .419 2.769 2.789 .,JAY• AflMA4 PRODUCTRB1tI38D ° .080 ouw 1YTa9��inaP a gb C �— t 380 t 380 •" '� ,1 ioo ,s94 1.378 1.378 drawing no. ', f l�'�t•A� W07'••'$� O9 GLAZING BEAD FRAME JAMB(VENT) FRAME JAMB (FIX) sheet 6 ot 7 I iC a O� W FRAME TOP CORNER U VENT TOP �? w � 4 J aonDCraeNtvnen es ingau6fkePlorlSb Roldlag ding Cade 4ete No - Q frail*"Date !8 nY . . 6aaml ad0Prddat.. PRODUM MMID u I p� �g per'• eemnplpingwllhtU0N6orWB g �+ G.0.f1:`E938T Hufld6igOcito xa W.D- FRAME a a BOTTOM CORNER �O;g eo. FIXED MM. RAIL CORNER Q9 9 ':t\ sheet 7of 7 MIAMI-DAQ MIAMI-DADS COUNTY o 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.miamidad&Xff/para Pino's Window Corporation 6860 NW 77 Terrace Medley,FL 33166 SCOPE: This NOA is being issued wider 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 Colony Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No.M95-18A,titled"Aluminum Tube Mullions",sheets I through 4 of 4,dated 12/07/1995,with last revision D dated 02/20/2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Alnma.d,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resisthnt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#08-0514.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.12-0314.02 Expiration Date: March 28,2017 Approval Date: July 12,.2012 Z Page 1 l Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.M95-18A,titled"Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/07/1995,with last revision D dated 02/20/2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #08-4514.10" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Fixed Windows Mulled Together,prepared by Fenestration Testing Laboratory,Test Report No. FTL-5552,dated 03/29/2008,signed and sealed by Carlos S. Rionda,P.E. C. CALCULATIONS 1. Anchor and mullion calculations,prepared by Al-Farooq Corporation., dated 01/30/2012,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA #07-0322.12" 2. Anchor and mullion calculations,prepared by Al-Farooq Corporation.,dated 02/24/2007,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Al-Farooq Corporation,dated 01/30/2012,signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 08-0514.1011 2. Laboratory compliance statement issued by Fenestration Testing Laboratory,Inc., dated 03/29/2008,signed and sealed by Carlos S.Rionda,P.E. 07 d yDi21 Carlos M.Utrem,P.E. Product Control Examiner NOA No. 12-0314.02 Expiration Date: March 28,2017 Approval Date: July 12,2012 E-1 ` .fi56 .123 ..125 TYP. O $ ell F I TYPICAL I I I F�- •4b96-- --^I ^�i 4.000 I GLAZING PRODUCT I°--2,0'00--�I yY A. MULLION CLIP(6053-T6) V Q M. (ALT.TO ANGLES) CUP LENGTHS MUST BE GUT TO FIT SNUG rmm 1.000 ANGLE CLIP (6053-TS) INTO TUBE MULLIONS. LL� WINDOW FRAME 6= �zaoo a000 000 .123 TYP. 0 L Ll Z �. j 1.750 TA Q MULLION CLIP LEGS REMOVED Lu MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS m ;g HORIZONTAL OR VERTICAL o SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING n n ALL MULLIONS 8063-TS MIN. Z Z RECTANGULAR ALUMINUM TUBE MULLION t z}}; USING MULLION PROPERTIES„ONLY M Z 8 o 9 NOTES: a 2(� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �--------� REaUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). MUST MEET THE APPLICABLE BUILDING CODE REOUIREMENTS LIE-'OMU WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. o tY000 BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER o $g LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS USNED,SPACED AS SHOWN ON DETAILS.EMBEDMENT ' TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Mal ARE NOT PART OF THIS APPROVAL F INSTRUCTIONS: A LOAD DURATION MICREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AND GRAPHS AS FOLLOWS. CONTACT INCLUDING BUT NOT LIOTED E STEEL/METAL SCREWS.iRAT COME INTO COMACT YlITH OTHER DISSIMILAR MATERIALS SHAH MEET THE REQUIREMENTS STEP T DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF THE FLORIDA SM.CODE SECTION 2003.8.4. FOR PARTICULAR OPENING. o a m o 0 O STEP 2 USE MIAMI-DADS COUNTY APPROVED GLAZING PRODUCTS MEMO ABOVE LOAD REQUIREMENTS. '�� - FROWJCT RBNB{ygg STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT spgt 1 YA AWAb =000*4 l ummarloft 2Q APPROVAL. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. C'14 BdIEMgCe� N USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH AND CAN BE USED tltlITH ALL MIAMI-DADS COUNTY APPROVED FUA�I!E' 717892 A STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. CAN• IN STEP t ABOVE. .U` � $ '. USING ANCHOR TYPES ON SHEET 4.AND ANCHOR GRAPHS ,STEP ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. dm io M95-18A 8 2 2202 sheet)of 4 t U,. ID 1"x 2"x 1/8" TUBE MULL ID 1"x 3"x 1/8- TUBE MULL tR Y" x 4" x 1/8" TUBE MULL [%tj P1X2 m+ P1X3 PiX4 0- /8' M UL SP. N t9 3 -3/ a MULLION Q n OZ 1 Z z ID ID ® PRODUCT PRODUCT F .. -1/8" MU.L PA �. - r, Q� ID @ 3' 0. ., a to-K a + -- m a a o.ID \74-21/4- N I Wt W2 pQ Ip O` Jow p m _ _ _ I INSIDE RECTANOUTAR SHAPESK4PE Nm _ _ __ N ID y ID HORIZONTAL MULLION IL Z W W O �I l a YF: f�"GIAZ@IG `11� 0 _ __' .... .00 i PRODUCT ID_ LO �. - __ _ Z UP N {n o Z ID 4 74 /4" t9 , O F a a � GtAZINO GLAZING _ PRODUCT PRODUCT R aS PIDi 6 m m f O w k 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 _� U MuwON sPAN TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES DO '0 4 ID 2" x 4" x 1/8" TUBE MULL W 2" x 6" x 1/8" TUBE MULL Z Z g � P2 411 � P2x6 TYPICAL MULLION ARRANGEMENTS � r3 z �S 4- /4- ,�j ID 3" B " t WIDTH (W) wt +W2 Z s o,.i - 2 dc°��F ® O V4-11 w L to. — 4 � $m 12 " 112 H m H NOTE: 01 t o UP w ID Rsrmw MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 9 o� 6" o r wodogloom& VERTICALLY OR HORIZONTALLY. c<m� o,aw*jos (INTERPOLATION BETWEEN WIDTHS ALLOWED) UI ey egn V O AHMA tQ m a y 20 30 40 50 60 70 80 20 30 40 50 60 70 80 drawing rw. TRIBUTARY WIDTH - INCHES TRIBUTARY WIOTH - INCHES lYAVLLIONS Fe 2 2 2412 sheet 2 of 4 ID ANCHORS TYPE A ID ANCHORS TYPE A2 �4� ANC A mi ANC A21 n N N 0-5 a- Z ., .. HORIZONTAL MULLION O ANCHORS TYPE a B OR C aAN SRS CTYPE ARIES TO DE Q.SCRISEO id � I._ Ris@E RECTANGULAR SHAPE {.JG " B" 0 m m i =� NO m ---- L SPA I VERTICAL I� 1� MULLON Q I. ,C' 6 0LAZR18 0LAzNO ANCHOR m 0-5 a qQ ID 4- 4 PRODUCT PRODUCT DETAIL 07 h 4d _ �t0 O MAZING J m J m PRODUCT PRODUCT g O �Ei 'JY ILI N m L III, Ld 4 ANCHORS W C MUU.ION SPAN m _ m wl W2 .o .G 1 - N U) , cn TYPICAL MULLION ARRANGEMENTS z pp a a ITT +W2 7 D° WIDTH (W) 2 Imo It w O 20' 25 30 35 40 45 50 55 60 65 70 75 80 20 25 30 35 40 45 50 55 60 65 70 75 80 m U TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES h M m ANCHORS TYPE 8 ID ANCHORS TYPE C Z $ M ANCB l7 ANCC � �Z}};; Z o n PRomycruamwED ID m P aP Q 68" s 84 j0 Jm 63 NU NOTE; uID ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ion aim �'` LOCATIONS AT HEAD, SILL OR JAMB ENDS. s FOR ANCHORS DE$ F21�?TTION SEE SHEET 4. o m o m m (INTERPOLATION'8� �1 WIDTHS OR SPANS ALLOWED) IIDO to C n ID FLA,P 70 S2 m m drawing no. 20 25 30 35 40 45 50 55 60 65 70 7S 80 20 25 30 35 40 4S 50 55 60 65 70 75 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ;•, .�� , M95-18A ANCHORS FEB 2 22012 sr,eet3of ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 71pu i ° N@TCM WOOD BUCK Ttl ACCOMODATE 4/4°0 ULTRACON ° ° CLIP ANGLE TO MASONRY ,1/ANGLE A 1/4°0 ULTRACON O 2/ANGLE 2 x 2 x 1/a" 2 X 2 x 1/8" 2 x 2 x 1/8" 1/2°MAX. F ALUM ANGLE ^ ALUM ANGLE °° ALUM ANGLE °< Q 14 S.M.S. 14 S.M.S. —^-��_ 14 S.M.S. <rrrre �+ 2/ANGLE °'. 2/ANGLE ---.... i 3/ANGLE '•� ___...0- •,/4"0 ULTRACON O /4"MIN.EMBED < a 2/ANGLE _= a -- --- —— FLOATING MULLION ION C_UP OPTION K�; [MULLION [MULLION [MULLION .a °—- II BY TUBE HORIZONTAL. LUONSS th�j•s NAASONME OR �ii el O 10Y OR 20Y 113Y OR 2BY z $ WOOD BJ1CK WOOD BUCK VI 0 LEGS MULLION MUWON LEGS CUP 2 x a x 1/e' REMOVED 2 x 2 x 1/8 " °, 2 x 2 X 1/8° ALUM ANGLE ALUM ANGLE ALUM ANGLE 'O 3-5/8'LONG ACCESS HOLE J 2-5/8°LONG 2-5/8•LONG If g 7 tj ° a I 9'PERERRf;L � �W 8 °° . ° v ---'I------- Q ---T------- ---T------- I - -- W 8 TUBE MuwoN DD F=- III J 008 a TMS SCREW CAN BE --_.--. - WMALLED IN EITHER Q 1.500 4 i.S00 ° s__-- DIRECTION 91 ;R IAAtC. I ANCHORS TYPE 'A2' [MULLION MAx °q (2j ON®�SI� i TUBE MULUON e (1)ON OPPOSITE SIDE MULLION— MULLION I ULTRACON BY 'ELCO'(F.-i77 KSI, FY-155 KSI) ANCHOR DETAIL #1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 x 2 x 1/8' ' i 2 x 2 x 1/8' ' i 1-•3/8" MIN. PENETRATION INTO WOOD ALUM ANGLE I I ALUM ANGLE I I wlupl i101fdf m m -----ry 1 g 14 S.M.S. I I � 14 S.M.S. THRU 18Y BUCKS INTO CONC. OR MASONRY q j r ------ 1 2/ANGLE j r ------'----' I 2/ 1-1/4* MIN. EMBED INTO CONC. OR MASONRY A�roheloe I 1.800 I I I I 1.500 I / ° a m v o 1 i yDN, I 1 MIN. 1 ANCHOR EDGE DISTANCES: 1I I NOTCH ANGLES TO 'I I NOTCH ANGLES TO by I 1 MISS MARBLE SILL -- I i I OR TRW MARME SILL INTO CONCRETE AND MASONRY 2-1/2" MIN. RadlxtContoi OR TRIM $ I 1 INTO WOOD STRUCTURE - 1" MIN. JA s a s "t INTO METAL STRUCTURE = 8/8" MIN. CIYd A.- ¢ 0�@2 k jj ° � . ae ° d 4 'I'• MIN '2178°NIN q MIPL a q 1 4 I-3/4•. ". ° < n 8-1/g`MIN.. <. ° drowtng no. 1/4"OiA.UL71tAX)N p� $ 1/4'(xA ULTRACON WOOD BUCKS NOT BY PINO WINDOWS I �` M95-18A e" SpILRLECAST CONC. 1_1/2°MDt.EMBED .A -a' MCAS,CONC. 1_7/a'MW.EMBED 9 20f2 SILL 1/ANGLE t/ANGLE MUST SUSTAIN LOADS IMPOSED. sheet 4of 4 FEB M AM MIAMI-DADE COUNTY fforke PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACC_ EPTANCE (N" www.mismidade.eov/economy ES Windows,LLC 10653 NE Quaybridge CC Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade 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"S-5000"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw.(L.M.I.)", sheets 1 through 10 of 10,dated 01/23/08,with revision C dated 02/20/12,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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 renews NOA#12-0223.44 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0820.06 =a E Expiration Date: April 03,2018 TH/6,l j� Approval Date: November 08,,20e12 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"B"Window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 588-07 along with marked—up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0419.01) 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,Type`B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588--04 along with marked—up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, and prepared by Al Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0419.01) 2. Glazing complies with ASTM E1300-04 Manue P Product Contr Exami r NOA No. .06 Expiration Date: April 03,2018 Approval Date: November 08,2012 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 02/21/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s Yll-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory,Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS I. Notice of Acceptance No. 12 4223.44, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I.", approved on 05/24/12 and expiring on 04/03/13. Manuel Ppqj P.E. Product Contro xa iner NOA No. 0.06 Expiration Date: April 03,2018 Approval Date: November 08,2012 E-2 SURFACE APPLIED A FALSE OPTIC ONAAL �V III it\- A / CAM Low MULTI POINT LOCK (2)LOCKNO POINTS ALL SUES LOCKING POINTS SEE CHART 30 S/a" D.L OPG Wp9.HQONT NKEEpE�� D.L Mn OI OP6 n 3S 1/4^ tH+TO AT sASl1 35 7/8^ , VENT wIpIH 26" 2 VENT WIDTH VENT WIDTH a w WINDOW WIDTH 8 WINDOW WIDTH SINGLE (%1 DOUMIti_(Tt41 Z aS 11f r 1YPICAL ETEVATIONS Ld SERIES 5000 ALUMINUM OUT51MG CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. his APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE 12 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FOXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. ti RtODtICI'RFAIEYYTP.9 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4aISCate � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY 4eceptat><eNe o m v HURRICANE ZONE(NVHZ). E Iwt�oDate IB THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. WOOD SUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER 13Y SHUTTERS ARE N07 REQUIRED: LOADS TO THE STRUCTURE. P w ) n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORSg- EMBEDMENT TO BASE MATEfilAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 3&0592 S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PRODUMImmm NOT PART OF THIS APPROVAL 44 q Zg1ti A LOAD DURATION INCREASE IS USED IN DESIGN/O(FF ANCHORS INTO WOOD ONLY. 3 AR rlmwing no. MATERIALS COME INTOINCONTAACT WITH OTHER NOT ER LIMITED TMILAR ALS�SHALL MEET IKE W08-08 _REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. eheat 1 of 1 DEMON LOAD CAPACITY-PSP POR(R)a= WINDOW DIN& WITH CAN LOCKS BIiDOWB WITH Um PANT LOCH OLA85 TW85 &&a D.E.P x688 TYPE 'A' 0!689 T'YP88 '8' 61688 T"m I W.W.W.4+' v" Hamm DXT.(+) 1NT4-) EXT.(+) I'-(-) W.(+) 1Nr4- W.(+) in-) 19-1/e- U-1/2" 37° 42' 2° no 88.0 no no Sao 904 9" 9a0 85.0 BOA BSA 860 90.0 Sao 90.0 no BSA no MA 98.0 90.0 OOA 905 90.0 8510 60.o 85A 80.0 90.0 905 90.0 90.0 19-1/8" 28-11r 37° 42- 38-31i.. 855 no no 88.0 90.0 904 9010 90.0 854 85.0 no 9a0 90.0 9010 9010 9a0 854 88,0 89.0 954 804 90.0 9010 90.0 854 no I no 85.0 IWO-1-owl 9010 BOA 904 19-1/9' 29-1/2°. 4e 50-5/e no 85.0 98,0 no 80.0 904 90.0 no 9810 no no 894 904 ODA 90.0 900 O 8510 85.0 90.0 mo 9010 9010 8510 854 96.0 no 90.0 80.0 9010 90.0 19-1/8- 29-1/2° 97° 48" 85. a" no no 8510 no GOA 9010 9010 no no 8510 85A ODA 904 904 no no 85.0 no 85.0 904 90.0 9010 0010 _ _ _ - _ - 90.0 90.0 19-1/8" 29-1/2- 37' 74-1/41 839 83.8 90.0 E - - - - - 472 9010 no 40.1 Oaf 90.0 9010 30.8 38.8 00.0 00.0 29-t/2° 1. 78' 09.5 99.5 mo 90.0 - - _ _ - - 90.0 9010 _ _ _ _ _ _ 88.4 88.4 24" 28° 32" 49' 42° no 85.0 98.0 9510 no Sao 9010 9010 90.0 8510 85.0 88.0 8&0 no 85.0 GAO 905 8810 no 860 88.0 90.0 1 ODA I BOA 9010 no 8&o 65.0 no 90.0 1 85.0 90.0 9010 9510 88.0 85.0 85.0 9a0 Sao 904 9010 8510 no 88.0 8510 90.0 9010 GOA 85.0 24° 2$" ffi• 40" 4r $&a no no 85.0 854 90.0 904 . 90.0 ou 854 8510 a" 8810 9010 9010 no 9010 9810 BSA BSA 85.0 no 9010 Sao no 8&0 85.0 86.0 8010 90.0 80.0 8010 9010 85.0 SLO no 85.0 9oA 8010 Sao 9010 86.0 no 960 no 9010 90A 0a0 9010 24° 28° 3r 38° 4O° 4r 85` 85.0 no 88.0 no 90.0 no Sao 90.0 no 964 884 no 904 no 90.0 85.0 Wo 884 8610 BSA 9010 80.0 9oA BOA 88.0 a" no no 50.0 9oA 904 9010 - - - - - no 904 9010 B&2 882 90A 904 24" 28- 3r 30' 40° 8B" no mo no no no 9010 I 8510 no 8610 85A 85.0 WO 9010 WO 204 no 86.0 no 85.0 855 0" 854 90.0 no _ - _ _ 90.0 0010 - - - - - - 904 90.0 24" 28" 32- 3r 7r "A 568 90.0 no - - - - 49.8 - 50.0 Sao - 44.2 442 8510 Sao - - - - - - WA no 24° 29° 3r 30• 7e• - - 461 48.1 9010 90.0 - - - - - - 90.0 Sao - - - - - 372 904 BOA 33A 3310 98.4 964 DKSIGN LOAD CAPACITY-PSF FOR(XX)SIZKS WINDOW DDIL WITH CAN LOCKS mm WITH MULTI POINT LOCH GIM TYPH9 A,R.c.D,$P OLA98 TTPR A. Gum TYPSR 'D' I OLAKS TWES 'C','D',`B','r Wm mma DXT.(+) INT.(-) EXr.(+) I tw.(-) EXr.(+) I/NT.(-) I WH +) INT.(-) 37° S3-118" 74° 84" 2° no 8510 805 85.0 ODA 90.0 90.0 BD.o 805 no 8510 no 8010 9010 80.0 90.0 85A 85.0 804 8910 805 90.0 80.0 90.0 no no 85A no 9010 9010 805 900 37' 83-118° 74° 84' 38-3/8' no 88.0 8510 no 9010 90A 905 90.0 8010 8SA 885 010 8 90.0 Box 90.0 90.0 no no 89.0 86.0 90.0 BOA 90.0 90.0 88.0 805 BSA O&0 90.0 9010 00.0 90.0 37° 83-1/B° B4° 50-5/e BSA 8810 no 854 90.0 80.0 90.0 Sax 85" 855 85.0 90.0 9010 90.0 90.0 ODA no 85o 90.0 90.0 95.0 85A 85.0 85.0 8010 ODA 90.0 37, 03-1/B• 74" 84° 85, 1654 b 88.0 no 90.0 GOA BOA 90.0 78.9 78.9 78.9 78.8 7&9 7&9 87.7 67.7 87.7 87.7 87.7 87.7 - - - - ou 858 37" 03-1/8' 74° 84" 74-1/4° 839 83.8 - - - - - - 47.2 472 40.1 Oaf 30.8 38.8 53-1/8° 74- 78° 09.5 99.5 _ - _ - _ - 499 43.9 - - - - - - 372 372 48" S8` 84° 72" 80° B4- 48" 88.0 no no am 90.0 80.0 ODA 9010 85A no no a" SCA 80.0 9010 90.0 8510 no 860 a" 9a0 80.0 90.o 9010 85.0 8510 85.0 no no no 85.0 90.0 8510 8510 85.0 SBA MO 80.0 9010 Sao 88.0 8010 no 855 soma I no 90.0 9010 48" 88° Sa° 7r 80" 84- S4° 85.0 $&a 860 88.0 Ba0 9010 WA 90.0 8810 8010 85.0 80.0 90.0 son 50.0 Sao 8560 98.0 80.0 85.0 Sao WA 90.0 WA 80.0 a" 85.0 8810 90.0 9010 90.0 9010 S60 80.0 8010 85.0 Sao 90.0 90.0 ODA BSA 854 8510 8810 9010 90.0 W.0 90.0 45° ar 84° 7r a° 84° 80" no 65A 8810 8610 9010 905 8510 90.0 no no 85.0 665 Wo no 9910 OLO 79.3 79.3 79,3 79.3 79.3 79.3 79.3 79.3 72.8 729 718 728 789 72A 72.8 728 - no no B&2 882 48° 98° 84- 72' ar Be 74.4 74.d 74.4 7410 74.4 74.4 74.4 74.4 80.1 B&I 65.1 00.1 0&1 88.1 0&t 65A ses 663 58.3 SU 8&9 88.3 38.3 063 - 83.2 53.2 - - - - 49.4 464 48• 89' 84° 7r - "A 568 - - - 49.8 499 44.2 442 40,2 402 48- 59° 84' 72° 78° - - - - 461 48.1 - - - - 41A 41A - - - - - - 372 372 33A 3310 4" z F g� h �t lit v 1aIzi.. A � 1>� B7 ft1f9W P17 . PRODUCPR041M me& NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Y Enr 0 k � 0 �p12 drawing no. W08--0a 1/8'HEAT STREWO GLASS 1/8°HEAT SIREN D GLASS .090 INTERLAYER .090'INTERLAYER r BUTACffE PV8 BY'DUPON7' SENTRYGIAS BY'DUPONT' 1"' I 1/8'HIM STREWO GLASS t/$°HEAT SYMV GLASS SILICONE SILICONE ON ON CORNING 795/983 ¢ DOW CORNING 799/983 DOW CORNING 793 LLE333 Fi33 4 oaf GLASS TYPE 'A' GLASS TYPE 'B' Al, GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH a GLASS TYPES W. 'B', 'C' & 'D'. g Cob wfi6tloaaMkrl�m `� 5/32°FEAT SLREWO GLASS,! 8/32'HFAT STREWD GLASS Amphu ec ft - dd �m OR OR dm Data s 5/32"TEMP.tiLASS 8/32°TEMP.GLASS 4 t/4"AIR SPACE 1/4'A9t SPACE CII 8/32'HEAT STREN'D GLASS 8/32'HEAT STgETlb GLASS 1/8'HEAT STREN'D.GLASS i/8°HEAT STREN'D.GLASS ^N1 O90 INTERLAYER 490°IHTM"YER 090 INTER AYER .090'INTERLAYER PttODIIL'1'TtvAbom ! Z$ SU7'ACITE PVB BY'OUPONT SENTRYGIAR BY'OUPONP BUTACITE PVB SY'OUPONT' SENT(tYGLAS tTY°DUPONT �� i/8°HEAT STREN'D CLASS 1/8'HFAT STREN'6 6LA55 5/32'LSAT STREN'D GiASS 8/32"HEAT SIREN'D GLASS DOW SILICONE Ci#tNING 798/983 DOW CORNING 799/983 DOW CORNING 795/983 CORNING 799/983 q 11 � $ I1 �$ ti � $ 1f • j TT33 F3 IN t3 'a�f FS Ij I, l i SETTING BLOCKS AT INSUL LAM. GLASS a GLASS TYPE 'C% GLASS TYPE 'D' GLASS TYPE 'E' GU SS TYPE 'F' GTO j EAR a WD LEO 84 � m V GLAZING OPTIONS NOTE: FiX T 7LIS92 5 TO QUALIFY FOR SMALL MISSILE IMPACT RATING CAA. g EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. $ 8 tirowtng no. eheat 3 of'I TYPICAL ANCHORS �V SEE a".FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SHE ELEV.FOR SPACING SEE ELEV.FOR SPACING ,OY o� EDGE DI.SY. WOOD&1CK 28Y SUCH / •.d e a - 11/tA�"a METAL URE MIAMI-OADE COUNTY APPROVED a ° S d a<• a:.a 4° ` MULLION&MULLION ANCHORS STRUCTURE ° SEE SEPARATE NOA 14 ,7 o A t2 g tg TYPICAL ANCHORS el SEE ELEV.FOR SPACING �. 12 i !L. WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING tp a /4" Dd ULTRACON BY ' (Fu-177 K9.Fy-155 951) t0 i INTO 28Y WOOD BUCKS OR WOOD STRUCTURES t o 1-3/8" MIN. PENETRATION INTO WOOD ¢� THRU 18Y BUCKS INTO CONC. OR MASONRY Z Ej !� p I+ 1-1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC, OR MASONRY !! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i. 1! N14 SMS OR.SELF DRILLING SCREWS (GRADE 2 CRS) ! INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 2 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 1 19 ALUMINUM : 1/$"THK. MIN. (6063-T5 MIN.) g 15 (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 21 INTO CONCRETE AND MASONRY - 1-1/2" MIN. Onowernmewm INTO WOOD STRUCTURE - 11116° MIN. ascbwTIyftwftdwFtod& INTO METAL STRUCTURE - 11/16° MIN. B A N.12-mg CONCRETE AT HEAD.SILL.OR JAMBS re - 3000 PSI MIN. I 7 I �8 C-90 HOLLAW/FlLLED MOCK AT JAMBS Pm - 2000 PSI MIN. g<m u ,7 14 I e � ° d ° � ngrt•JAVAO AH, '� CIVIL `• •vv+ �� hE 7O1i92 g0' _ Cado 2. ILL 201'L $ tw EDGE IAST. Tom-ANCHORS EDGE OBT. TYPICAL ANCmon + A p8 drawing no. SEE ELEV.MR SPACING SEE ELEV.FOR SPA:= - V WO8—Q8 Meet 4 of 1 3/16" . c D 48 SFM Q Q 1/4-MAX, O 44 4S SHIM 3 18Y 0 TYPICAL ANCHORS 18 BUCKS S p SEE ELEV. IfTq`i' FOR SPACING q --- scREEN aPr '' 6 , vTTYEPEICA(.ANCHORS METAL B 14 9 t3 8 EXTERIOR ' 4 ° .FCIt ENO ' 4 oil ,e 1111 SYRUmRE D.L OPG. vW WITH Ilan EM LOCK OPTION CAM LOCKS OPTION _ WINDOW WIDTH SINGLE VENT WINDOWS go 1/4-SHIM m 4 MAX Wool) 1/4-MAX. p 3 18 510MS .>> S Z ii is ' t .. .- 1 � g -_- SCREEN OPr--- __�_-_ _ TYPICAL ANCHORS y C ___ --- - .P SEE ELEY.FOR SPACING u. B14 9 b TYPICAL� e 18 13 ILL oPa. EXTERIOR OM a 4 FOR SPACING VENT WIDTH VENT WIDTH WINDOW woo of do plod" DUAL VENT WINDOWS Na .'TZOD1K R0WWW " RA PE cmg Code Ne CAN.3879 o . TT>mr tg �0I 96 \Y` drawing no. mft W08-08 sheet 5 of yrV �SPA METAL EL SPACING STRUMIR z WPICAL SEE ELEV.ANHHR�5PACtlVG MIAMI—OAK=NN APPROVED C / MULLION&MULLION ANCHORS SEE SEPARATE NOA D15T. ALT. Uil TYPICAL ANCHORS. SEE ELEV.FOR SPACING O a C NM� I/a°MAX' ALT. � a^M a SHg6 53 2 m O a ° O ° gghr♦ngC 'd .4acptanceNo •> DON! �Y OUAsP�ddeEf � O 0 ALT. coo o 3.44 a Bxp�ioaAato d/3 m u A ON LMA ?Kw CAR / 0 rePICk ANCHORS SEE drcwirtg no. DVMLLAnON DETAILS WITH FLUSH FRAME ADAPTER sheet 8 of 10 ' �-z.tzs----«� {�V 1.218 .814 Z 3.030 2.081 .90 .082 2.830 .080 .891 - h � SNUBBER a t 2 3 4 FRAME 1548 I°".329 .B03 .050 082 837 1.878 .392 2588 GLAZWC STOP (JAM. GLASS) 720 .138 528 .803 Jm 8 8 7 8 VENT. g h M 1 083 M 4.811 ® Z*C2 1.888 GLAZING STOP (INSUL LAM. GLASS) 147 1588 328 AM 1.088 AB2 L128 .803 .082 •� .7�8 90D� '000 ��PIYI�BwY1tYd 250 A ENO c .537 2.083 oats .980 O � BY tree GLAZNO STOP (LAM. GLASS) GLAZING WEDGE ® FLUSH FRAME ADAPTER Q $ © IMPOST 1.000 1.000 720 g Y1ng PoaFlalda o ,.030 A Zo%3 o<to .128 .128 .128 NOTCH By OPTIONAL Mi88f{ 3.00O 3.000 .128 2.780 iTP. Fegn'BAVAD.AiWAD' C la la 1• 2.000FJ4 PE 70992 S IN I :I .338 _4I. FA 'tl 1 X 3 1 X 3 W06-08 3© IMPOST STIFFENER O CUSTOM MULLION STD. MULLION ® MULLION CLIP sheet 7 of • TTN31 PART 0 QUANTITY DESCRIMON MATIRIAL NANF./SUPPNza/RBAUM 1 E55001 1 FRAME HEAD 6063-TB - A� 2 E58001 1 FRAME SILL 6063-TB _ �Y 3 ESSMI 1/VENT FRAME JAMB-HIND SIDE 6083-T6 - (? 4 E35001 1/VENT FRAME JAMB-LATCH SIDE 6083-TB 9 ES11M 1/VENT VENT TCP RAR 5063-TB - 3F62 6 ESB002 1/VENT VENT BOTTOM RAIL BCE-76 _ 7 Estim l/VENT VENT SIDE RAL-HINGE SIDE 6083-111 - (� B ES6002 1/VENT VENT SIDE RAL-LATCH SIDE BOBS-TB $t 9 ES8OO4 2/VENT SNUBBERS,2-1/2-LONG 6063-TB - r 1DA ES1103 AS READ. QLAZING eEAD(LAM.GLASS) 8063-T5 s 108 - jW RED. GLAZING BEAD(INSUL LAM.GLASS) 6083-T5 toG C510M AS REQD. GLAMNO SEAD(LAM.GLASS) 9083-76 - 11f h 11 27-42B AS READ. (RAZING CASKET EPOM OUROMETER 60 SHE'A' W 1tA ES1010 I AS READ. GLAZING WEDGE SOFT PC MMOMETER t65 SHORE•A' 12 1 AS READ. FRAME&VENT ASSEMBLY SCREWS - #10 x 1-1/2°PH WA 13 - 2/SNUBBER SNUBSER INSTALLATION SCREWS - 1 88 X 1/2°PH SO 14 E202 AS RECD. OUTER WFAXNERSTRIPPINO(POLYPROPYLENE BASE,TPE BULB) DUROMETFR 65 SHORE'A 15 E55M AS REOU. INNER WEATHERSTRIPPUM EPOM WIROMETER 80 SHORE'A' 1 18 PJS40-SS AS REND. CORNER LAN Sr.STEEL SULLIVAN&ASSOCIATES 17 301SS 2/VENT 4 BAR HINOES-HEANY OUTY - TRUTH HARDWARE a t8 3/M OE HINGE MoIINnic SCREWS AT FRAM E - g10 X t/2°PH SUS 18A - 4/HINGE HINGE MOUNTING SCREWS AT VENT - 010 x 1/2°PH SMS v. 19 23 SERIES 1/VENT SINGLE ARM OPERATOR(AT 6-1/2°FROM ENDS) - TRUTH HARDWARE 20 - 4/OPER. OPERATOR MOUNTING SCREWS #10-24 X 31a'P(I SMS a 21 30175 1/OPEC 13-3/4"LONG TRACK Sr,STEEL TRUTH HARDWARE m as - 2/TRACK TRACK MOUNTING SCREWS $10 X 3/8°PH SS SMS TT(/g��4 23 - AS REQD. 1X3 CUSTOM MULLION 8083-TB - Q N M 23A - AS RED. 1X3 STANDARD MULLION 6083-TB - L3 24 - AS FIEND. MULLION 6083-T8 - 26 - 2/LITE ISETTING BLOCK,6/18°X 5/8°X 4-LONG EPDM AT 6°FROM EACH ENO.OUROMETER 6638 Z�+- 26 - B/LITE TAPE SPACER(1/4-X 1/27 FOAM AT 6°FROM CLASS ENDS •2 N 30 - OPTIONAL 5/18°90X SCREEN 33 E58009 2/VENT ANTI SAG SKATE,2-LONG NYLON/CELCON MW PLASTICS ., 1ng t+IrII� a 34 - 2/SKATE SKATE MOUNTING SCREWS Rdding�0 X t Ne 36 ES8W3 1 IMPOST 8085_T8 4pg� 1$Esubstim 37 ES3O10 AS ROD. IMPOST STIFFENER 6063-TB 45 CLOI-0500 - MULTI-POINT LOOK MECHANISM INTERLOCK MBduA 46 - - LOCK FASTENER PLATE - c 47 - 2/LOOK LOCK FASTENER SCREWS THREAD FORMING 46 CLOI-2250-XXX )= - SNAP ON COVER - V de 49 1-tOS0-X1IX - SNAP ON HANDLE 50 - - MADE(ACETAL) - DAto sl - - KEEPER(ACETA) �` 52 - - LOCK BAR(304 ST/ST) - S'Tii ALANTS7 W Es-5017 AS REDD. FLUSH FRAME ADAPTER 6063-TS OPnOAL ALL FRAME AND VENT CflRNERS AND INSTAINnON SCREWS 54 - 1/VENT LOCKING HANDLE - SULLIVAN&ASSOC. SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. <m v 58 - 2/VENT LOOKING CAM(AT 11-1/2°&50-1/2°FROM BOTTOM) SUUWCAN&ASSOC. 56 - 2/LOCK LOCK MOUNTING SCREWS - /6-32 z 1/2 PH MS 57 ES5013 1/VENT LOCK HANOLE/CAM CONNECTOR - 1/4-■ 1/2'ALUM,BAR gn.o 88 E98011 2/BAR CONNECTOR so"S - CUSTOM CIVIL� 58 CS-2K-SS 2/VENT KEEPERS(AT 12`&81°FROM BOTTOM) ST SffF.EL SULUVAN&AS50C. 782 W S .� 80 - 2/KEEPER KEEPER MOUNTING SCREWS - I 910 x 3/8°PH SMS 8y g drawing no. W08-08 Bn9Bt a Of�o '61 % Q8 it" X51 F � $ � a� z � �in o � drawng no. WO;-08 O MULHON IDAD CAPAQTY-PSF MOLWON UTAD CAPACITY-PSF m �u t 13 I x 8 1 x a I Its CLIPPED MULLIONS 7TINOOW mm STD.MOLL Ousm btOW. WINDOW DIME. 87D.NULL mmu HULL E xr.(+) EXT.(+) EXT-(+) Exr.(+) WmTH(W)Lem(L) IN -) INT.- MOTH(W)LENGTH(L) INT.(-) INrd-) 28-1 1r 80.0 90.0 30° o" 90.0 $ i 37' 90.0 90.0 X. no no 42• 90.0 no 42• 90.0 90.0 � \ / 'J` 48° 88° 9000 80.0 48• 84° 90A 90.0 48• 00.0 90.0 84° 90.0 04 y p 83-1/8• 90.0 90.0 80° 90.0 00.0 °vim`°m-- 82° 80.0 no 42" no no W7 W2 Wt W2 W7 28-1/7 no 90.0 30' 90.0 no g yI 37* 90.0 80.0 38' 90.0 90.0 =_� �°------- V[[ Oho a2° +XLO 9oA ar no 90.0 ------- a o _ -"'"'°:=o 7M y ooeee q9� :aeee=n 48' 83` 80.0 00.0 48' 80• 90A 80.0 48' 80.0 80.0 44° 90.0 90.0 V� 83-1/8° 90A 90.0 90° 9" 90.0 or F 90A a" 62' 90.0 90.0 % j 26-1/r 90.0 no 30° 9" 90.0 \\ 0 0 \\ I 0 3r 90.0 BOA 34' no 90.0 \ 0 0 \ $ 42* 828 mA 42° 90.0 80.0 \ e� ° mee om_o \ Qao-tivo=� J a 7a-t/4 7a6 9GO ae° 88° BOA 9a0 _°----- as• 78.4 88.1 x• 90.0 no ( WI �- Wa W2 W1 Wa a /8° 71.0 99.2 B9° 90A 90.0 26-1/7 no no 30' 90.0 90.0 a 37° 84.2 Sao 38' a" 90.0 TYPICAL.ELEVATIONS W �6 42° 78, F70.4 90.0 42' 7r �A 90.0 � TYPICAL A RD18 VATON §3 48• 72.8 67.4 48• 073.4 no SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS d as• 89.7 67.4 sa• 7&4 �.G N r� St• 87.1 84.2 30° Sao 80.0 z 3/4° 9/2° WIDTH (W) = Wi + W2 38° 88.1 80.0 2 42• 78° 79.4 no Z ^ NOTES• 46° 69.7 87.4 N 61• 84.2 67.1 /V 1. USE CHART ON Tt9S SHEET FOR SD:8Y SIDE CONNECTION 14 CAPACITY OF WINDOW MULLION. 2- FOR CASIMIENT WINDOW CAPACRV SEE SHEET 2 OF 10, 3. FOR FIXED WMMM CAPACITY SEE SEPARATE NOA, TYPICAL �' EDGE CIg'FANCES FOR,MuwoN cups ,4 PER 4. LOWER VALUES FROM STEPS 1.2 OR 3 WILL APPLY TO SEE SHEET 4 ENTIRE SYSTEM. FOR DESCRIPWN I IMO CONCRETE AND MASONRY - 2' MIN. c Is INTO WOW STRUCTURE - 11/76° MIN. INTO METAL STRUCTURE = 11/16° MIN. SERIES 8000 SE1013 B�0 CASEMENT WDIDOw F CASEMENT m1NDOW G aOnUCrRENEN�H SERIES CASEMENT WINDOW RXEXEDD 6WHNWN 4asempyMgw8hdleFtoetlp9 4 N,12.0I1m 0b m Esplrotbn HOMO /g I91sE>MICfRIiVL4� m w D =awwIylaBw86819 B�IdW4C4do r 11Hmap0®4o No vn. A t3 FIAPio69a s k EXTERIOR EXTERIOR 9 20)2 WWWW Wt" WINDOW WIDTH WIXDCIY pBDTH yip 77NTH drawing no. CASEMENT TO CASEMENT MUILION CA NT TO n My�.rox W08-08 ahset 1 oT t 0