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WS-18-361 M1AMDADE MLAMI-BADE COUNTY i t PRODUCT CONTROL SECTION k 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 ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 331.66 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construciion 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. ItER.Nerves tk"iAt to ...... revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that thit product or • 06600, material fails to meet the requirements of the applicable building code. 0*0 0 0 0 •• 0000:. This product is approved as described herein, and has been designed to comply with the4plida Biiilditfg Code,• 00.0•• 0060. including the High Velocity Hurricane Zone. •0000 • DESCRIPTION: Series"3200"Outswing Aluminum Casement Window—L.M.I. •';••; 6 0000 .. .. . 0000 APPROVAL DOCUMENT: Drawing No. L3200-0801 Rev D,titled"Series.:3200 Out%vgiji Imp&ct•Casement.600. Window",sheets I through 07 of 07,dated 07/27/08 and last revised on NOV21,2017,prep%rCd by manufacturer, .• signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control RTieioe%staing••• • with the Notice of Acceptance number and Expiration date by the Miami-Dade County 45&4 Contrpl%ction. • MISSILE IMPACT RATING:Large and Small Missile hnpact Resistant •• • Limitations: 1. See Design Pressure(DP)VS Window sizes,configuration and glass types in sheets 5 and 6. 2. See glass types in sheet 5 &6.The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass,if used at 30 ft above the grade LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, 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. TEWAIENATION 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. i 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 No. 1470908.20 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as wi ll-as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. _ - NOA No.17-1212.22 f huaMi neje GOUPiTY rExpiration Date:.March 04,2019---/ Approval Date: February 01,2018 Page I o t Lawson Industries,Inc. T NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. 1,3200-0801; Sheets 1 through 07 of 07, titled"Series: 3200 Outswing Impact Casement Window", dated 07/27/08,with revision"C" dated 08/25/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Air Infiltration Test,per FBC, TAS 202-94 ' 3)Water Resistance Test,per FBC, TAS 202-94 •••• along with marked-up drawings and installation diagram of a seeress-200 •diftf wing ...... aluminum casement window, X configuration, w/5/16" ann. Lami. Blas.;*—wNVB •, laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-98-1102A, HETI-O8- • 2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08,AAhttl arid;s ea�led by ;••••; Candido F. Font, P.E. (Submitted under NOA #08-1020.Q � ••... 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 .. .. • 2) Cyclic Wind Pressure Loading:per FBC,TAS 203;94:4 0 • along with marked-up drawings and installation diagram of a Series•3200, outswing...„. aluminum casement window, X configuration, w/5/16" ann. •Larrii glass NVM. • laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-21007.MT.1-08-:... 2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104,HETI'W-2105; HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted tinder NOM #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC,prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2.. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGIas®Interlayer"dated 08/25/11, expiring on 01/14/17. a 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. Lshaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04,2019 Approval Date: February 01,2018 E-1 t Lawson Industries,Inc. R r ' I± �% - �i TtE:O r: e_ ;NOIICv � DL Fv l.xSi?I3MITTED �—E. MATERIA ,CERTIFICA-TI ONS LCONTINUL 3. Notice of Acceptance INfo :!4 0423.17 issued to Eastman Chemical Company (NIA) for their"Saflex.Clear and Color Glass Interlayer s"dated 06/19/1.4,expiring on 05/21/16. F. STATEi�ENI T5 L Statement letter of ,onfe .n?nce to aund complying with FB.C•5th Editior,,(2014), issued by manufactui;er, d4ted;09/02/14,sine!and sealed by Thomas J. Sotos, P. E., 2. Department,,of_State Certif-ication.of I.AWSON INDUSTRIES, INC. as a for profit corporation, t ct v ar o*g :tized.un&r :t�:e lav%, of the State of Florida, dated 04/11/14 and filed at the Secretary ate. 3: . . Statement leiter of co:c',mx1�7.lce, Can ply_-dg ,Aith FBC 2010, dated 01/25/12,,signed and ...... sealed by TIioina,J.Sr � (S'rsbrniterl.unrl4i'"x't?VCiJ3SL�'�:`� YD.,�,L-1��Z.�j�: . •• *•• •• 4. Statement letter of � , ' z� �ci«i =ni.erest,`de,ed 9.t/01./03, signed and*sUf;d by Thcxnas J. ...... Sotos, P. E. s .... . .....: (Submitted.tinder NOA No<. 08-1020.08) •••• �••••• ..... } 5. Laboratory compliance letter {or Test Reports No.'s IIETI-08-26)9.91A; ...dated••,••• , 07/10/08, HETI-08-2102A, dated.07/10/08; HETI-08-2.097A, dated.•,07/10/co,: EIETI-...... 08-2103A, dat::d'07/10,/'38; METT149-21310.:A; dated 07/110/08, MT41-J&-091r, dated •• 07/10/08, 11.ETT,-08-22 100, datel 07/10/08,-IIETI-08-2101, date3 07,G10/08,.1~FEU-08-••••�• 2102A, dated 07/10/08,1 IT -TTi-03=21028,, :lated 07/10/08," HHT1A8=2097$,. dated:---..: 07/10/08, HET143-210313 dated 07/10/08, I41;TI- 03-2104, dated 07/10/08':4#(1-08- 2105, dated 07/10/0, HETI. 8-21.06; dated 107/10/08, HETI-08-2125, dated 07'10/08, and HETI-08-2131B, dated 07/1-0/08, all issued by 11,,arricane Engineering &Testing, Inc., signed and sealed.by Candido F.Font,P. E. (Submitted under previous lir-4 No. 08-1020.0 ) i G. OTHERS 1. Notice of Acceptance No. 13-121.722, issued to Lawson Industries, Inc. for their Series 3200Outs wing Muminwn Caserent Wirilow — L.M.I., approved on 03/06/14 and expiring on 03/04/19. e 2. New Evidence submitted. A. DRAWINGS 1. . Drawing No. L3200-0801 Rev D, titled"Series: 3200 Outswing Impact Casement Window", sheets 1 through 07 of 07, dated 07/27/08 and last revised on NOV21, 2017,prepared by 1 manufacturer, signed and sealed by Thomas J. Sotos,P.E. Note: This revision consist of editorial changes of FBC 17 (6h Edition)code compliance. B. Test 1. None. , U�hK-J-- Ish q 1.Chanda,P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04,2019 Approval Date: February 01,2018 E-2 a Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their "SentryGlas®(Clear and White)Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America.,Inc.-'or their"'I •s�fol® Ultraclear, Clear, and ColorPVB Interlayers" dated 01/19/17, expiring-on M/08/19. •••'�' 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Coih�r4 ip(NL4)for fheir .. .0000. "Saflex Clear and Color Glass Interlayers", expiriag on 05/21/21. • 4 '0000• .000.0 • • • 0000• 0000••i • •0 :•.• .0.•• F. STATEMENTS " ••0 6000 .00.00 1. Statement letter of conformance toBC F 2017 (6th Edition) and"No finalcTIrlhterest" diated .• 11/17/17,prepared by the manufacturer, signed and sealed by Thomas J•Sotgs,P.E,:•.• •••• • 2. Statement letter dated 01/22/18 of the editorial drawing changes issued SyZat?Vson 1'rlc�, signed •• by Nelson Erazo, Senior design engineer. '. • G. OTHER - 1. This NOA revises# 1.4-0908.20, expiring 03/04/19. � N Ishaq I. Chanda,P.E. Product Control Examiner i NOA No.17-1212.22 Expiration Date: March 04,2019 E.-,3 Approval Date: February 01,2018 J I 11 t , J r .A)3 ni FRAME HEAD � (NAR.°.0 ' (:)J Af FRAME$ILL 11 (TIP CN. At'EI'DR AIL I 2 ANCIICR CLUSTER (➢) AT EA FRAME JAH9, (YA1t ANCYI[:RL� r( SEE DETAIL LA At ANCHORS, / SEE DETAILAa AT CWWOk'RS) (A)h AT IRANL HEAD ) r 7 IFN TAI#I$ it LUT TYPICAL) A)6 AT iNAME MLAO / (FRA EE SILL T 7 D TYPICAL) IC,6 AT FRANC SILL .(/ (C 6 AT,RARE SILL. !AT EA. RFV JAMB: �' MKAL (ln A P'i EP r1.nNL 38, I. �'!.• [A' (MAz.clwnNs 38 /- -•... A Al. A , —( Li II—r'(l.L C W�ifY,—.. SS v II (1U%.)1) i i • ( 0004 - �//.._—_..._ � n a _ _;,. AY`-T'1T-'+7_.,�5 -- j n - `At� •� r Di �••• 0 36 C; 600960 •••6. • ••• E . z � �.,/— •••• I D s �L of r✓ 1160 , // ,I D • + ` / •� ••• iL JI_ - $ J1.. ,T� alk•• _I—__— •. 10 • �. 1 .-_. __...... ......._ 1 _-. •••••• (rn)a 5• 6• (' ©� -F_1 25'O.C.rY1X 1 -R'- t tired BrocY<t ••• I cj�•.�• • • E%i.L 1Nf.1"ALSE L'0(.WIAL Z ( 4 I t fl'/,om aM. �-`• ie'0 LIAx. • NU,TINS ARE APPLIED V I AMEN • v n ___--- _._..• a•••• Vi SILICONE.APP ARE tt�� /A' (typ.al.11 Fixed _ _ ..74' AVAILABLE AS OPTIONY. VIAb6V WIND IV FRAME WIDTH Ute Cocrls.r) WINDOW FRAME WIDTH• • • "X' ELEVATION "XO'• ELEVATION - (OX reversed) "XX'• ELEVATION• W-III.L IT,FALSE COLONIAL (IIYITIED TO LOADS ON SHEET 6 OF 7) (LIMITED TO(AADS ON SHEET B OF 7) (LYITCD TO LOA DS ON SHEET a OF 7) NU1nxs ARE APPLIED V:I'"' WE AND ARE Vr Genera Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS AVAILABLE Aa DPTIENAL. 1.)THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE •WHEN THE GAP BETWEEN THE WINDOW FRAYS AND THE BUCK OR ItEQ[IIREYF.NTS OF T'1[¢FLORIDA Dl'[LDING CODE(2011 -6th Edition& MASONRY IS LESS THAN 1/8".SHIMS ARE NOT REQUIRED. 2017-Nl.h Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH'L) AND ASTM 1800-II8.TIiIS PRODUCT 19 IMPACT RESISTANT AND DOES NOT ANCFTORS NOTE: REQUIRED SHUTOURS. FRODUCEEELTrI• ANLHLTtS TO BC YID SMS RE VD.SCREWS INTO WOOD,OF °rMF1KNAIY YTrW 2.)IX< 2 X ROOD BUCKS SMAL,HE INSTALLED AND ANCHORED S0 THAT'PHS f.A4 't/4"TgPCR/S'Or APPROVE➢CDt1CS REWS ET INTO CONE., REQUIRE RESISTS O F.&THE.&TO BE RE LOADS EWED IN ACCORDANCE WITH AeerylAw Ae"_r _ WITH A MINIMUM[F 1 1r4•.PcnETkA7LUl1 INTO VDUD OR REQUIREMENTS SHO OF FOVE &TO HE REVIEWER IT BUILDING ER CIAI,(Oc.) - [yierW len 3) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS.ON CENTER(0 C.) CONE:(REFEP TO LOAD TABLES FOR QUANTITIES REQUIRED) •r,( ANCt10R SPACINGS WIL.VARY WITH UNIT DIMENSIONS,AND THE NUMBER OF ANCHORS REQUIRED,AS SPECIFIED ON THE LOAD TABLES AT SHEETS 3&A. e�t�liTh• T Cn.Ymd' d.)ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE EN.INEFAREVIEWED ON A SITE. LVSPECIFIC BASIS,UNDER SEPARATE APPROVAL AND TO BE VIEWED BY BUHA ;OFFICIAL 5.)SEE SHEET(e FOR Bill.OF MATERIALS AND DETAILS. 8.)SEE SHEET 05&6 FOR GLAZING DFTAOS&OP71ONS AND CHARTS'FOR M,DESIGN PRESSURES. 7.)WOOD BUCKS IN CONTACT'WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS),PRIOR TO WITH INSTALLATION.(SEE SHEET F2 FOR DETAIL&NOTES) t A.M.m,xa.. ° 1-p10�° LA WS OPV B.)MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL SCREWS,THAT COME 7N70 1: #one x�. A R«:14d to C_ - 8501 N.M,OR A CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS - tl a 6 Aewwl eM A«NMn_lo_ww 5 Y 6 w) FLORIDA JSIN OF FLORIDA BUILDING CODE. „? '-'-- - LI rDnTi:'�t 22'IE _Ix� PN No.(ada)ers-eaeo II.)RET.&INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE 'A C R^i"i t"°°m m1E YAc W.wAAnvLuun u.Vrurd mVAnAxA curs maflr A !�1 c,w.v ..wv..i c tam•1: .w� l0.1 FRAYS SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAM! 1-� TG� D.11..wa to com .11 i AND TO BE LOCATED WITHIN A+/-1/2'TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO HE THE SAME A9 FRAME 111". P V: N FRAZO µ�/DY/De Series: 9200 Outswing Impact Casement Window 11.)SEE SItEET F 4 OF 10 FOR FLANGE PIROUETTE CAULK/INSTALLATION ORTA[L )' ) Z '. i'•"A�' N.EAA2O "L�11 GENERAL NOTES&'APPROVED ELEVATIONS(X,.XX,XO r.-OX) 12.)C,&INT.FALSE COLONIAL WUNTIN9 ARE OPTIONAL.&AND ARE APPLIED W/SILICONE 7`�V` �1I f '� e.— c+—'-'--'-'jimaw -- -"— DATt. O �� m�aa-dL,a,-n, �� L3200-0801 1 1 OI 1 I I j i I ) f I i 1 1 t i -.15r3z' /-ALL P.T.WOOD BLCKS 19/3Y' M 12 SMS. ,,r WD SCREW`J/ ' 'L/4''TAPL OM1S W/ r ENGINEERED SEPARATELY EDGE I s/3P 1/A' N.IN (ONf DiiT xEE- b TU BE REVIEWED 1/4 M'N d000 Ft4DE.D DISTANC[ , Pad IMBEDMe.t• / BLDG.OFFICIAL T'P (( ��, / ¢{ y als.A�F • 1,--.ACI WOOD BUCKS .11TU.'.0%:i-I kM IO BE REVICINECRED EWED TELL' .` \ (BY OTHERS) 43� -"��p _TUC.CO P --_f METAL[A7M Aj t.l \ 13 !+ /i N..DG OFFICIAL(TYf.) .B"OTHER" ♦ r,b' r 1 b ST I-:O 1 ( _ 'BY❑i'HERS) 1�I.`'; 50 47 I T!4" II \50 4'7 1 Irk P 1. _/ (wN van: vr• >, Mnr)+aD. ''(WOAD BUCK • *ANCHORED TO CON'. -SH1M A. 'mss ' `\ • • • TO BE PJ•Tiled•• 'PERTH,CAULKING '-' - .. • BY OTHERS r '._""-" ___ 17 _ • �. - ' 17 ENTF.RIOR GRADE " I .BUCK l(OI1 YPJ ` ••• • BEP.OTHER CAULKING/-- -- 1/4•NA •••••• 15 CT OTHERS -ALL V000 FRAMING 004 SHIN'�+Ai.E _ (TYP.) 1 ENGINEERED SEPARATELY • 24 rA ``15 6 TO BF REVIEWED /� ••, •••••• µ 1 1 BLDG.OFFICIAL(T'iP.) (\ 1Jl • 1 • • 22 23 i 17 � ••-••.• � i/•••• � ;( 16 (-3 16 16 • • �� ,� ,8 . 181 :••• ••••• 5 5 5 L � •••• •••••• 4? i 2 18 12 16 48 �- • r 49 • •• + I: EXTERIOR INTERIOR i MAJOR ,;I • IN*R(OR • •••• • L T3X'PEHI9I INTERIOR a 000900 >12 16 4913 p –—GLASS 13 14 51 F a 12 16 48 • '4 51 ••• DRAa(1Mwfn lid•• 28 16 42 49••••a!lyun Win.1+ ��+;.{?,.2^._• 6 21 i 1821 / ni–);16 u1 16 16 �y Ory 24 / Y7 1'. 1 17 :1 i 131 40 1 Ir i 29 t0 � 29 70 %'HA%. 17 I �/ TNIN SPACE EXT.GRADE ^ SHIM%.EKT.GPASE--� 17 17 RiN:fA1.ILKING PE f" •_HULKING �PE 2% WOOD STLCCU—. 24• . I ;,y4 DUCK (TIP) �\ 1 '!4• (By C*HORS) A 50 E%T.GR4➢C 50 PERiM.CAt" ING .. A / (TYP) �..� \ i. •. n h44 __.. >z 44 \ IX or ! _ 44 METAL LATH STUCCO -4, 1''I. WD. Bl1CK AND EXTFPICR CRADc 11 ` / ?fid'EOOE OfSTANCE 1' 2]/d•CDG[OISTAnCE r SHEAT4ING(BY OTHERS) t�E • N LA WS ON pQ0 us A.R=ro Own r 2010 FPC 1001 N.W.90 ST. • SON IS OAP THAN''1N THS M]UNDOW SNOT AND THE BUCK OR QIP^ EO.. iLORibA ... MASONRY 13 IFS9 THAN 1/e',SNDdS ARE NOT REQUIRED. i '. °(-A"' 6 Rr,rrol oq ArAYm m MW 3 k e W 7 pn Na.(30!)HB-e4w ' C.P.e.ir0 G • 2014 fHC kAW/A(3VMk O!0,AAT2r AG/Y/NOY IIMDOR APA OI�PP lwu .'lw O.Pr+nrG btx r .17 iBC �!(L- .ANCHORS-TO'aE 412 SMS UP WD."CPEVS INTO WOOD,OR 1/A'TAPCONS Or APPROVED CG:C.FASTENERS INTO CONC., "•/` '�'.,(./� � N.¢ 0 v/P7/ae Series: 3200 Outswing Impact Casement Window A NIN:wJN 6!1/4•PENETPAIION!NN v000 OR '4, VERTICAL CROSS-SECTIONS,11ECAILS k NOTES CONC.(DEFER TO LOAD TABLES FOR QUANTITIES.RECUIRED) �OAm� A„M, b - L3200-0801 POP 7 ( -cTuccD PERIMETERCAULKIN; F.XTERIOk - OVERALL v - 15 18 7 8 18DAYLIC04T VIDTH 7/ 18 3 15 9 39 g � / 50 12 16 46 i i 1 1204 ...... 13 o �- ,6 61 21 21 , !i _._.._� GLASS -'CL.ASS - - 8 e4 • as �. • •`W '• ••• FIXED VENT ._ ) � i - OPER,BLE •• �• • i 1.•— - - __ 14 51 = �� (� _ .— ___-_ 51 14 - •TAFCD+ ' • •• 18 / 0 20 (uiy.EuefD.) • • • 11 INTERIOR 42 • � � . • • :••••• 1 1 17 /'-;17 16 16 r31 1, /P 1 16 17 /��,17 ..: ' ...... t�1 l E) (`J • ..... �ALL WOOD BIICKS ' ��•t�•• •••• • • -NGINEERED SEPARATELY All, WOED OUC':S ENGINEERED'•EPARATELY • • ••••• b TO BE REVIF.VED ¢ i0 PE REViFD PY BLDG.OF FII'IAL (7YP.) •• •� STVC � BLDG.Of FICIAL(TYP.> P." WOOD BUCK NOT BY LAWSDN IND. `�•• 000000 �NUST SUSTAIN IMPOSED LOADS PERIMETER .Aa KD(fi \\ uiH sPKT -".'R" KIfJG ' •• t 7 \ RIME R Q1UL 38 39 E}CPIiWOR 8 37 1 g}6 15S \�\ 3 15 1 B`�'T8•',•21 •• •••••• •••••• 11 I EXTERIOi • 1 /•.•�..., _ 21 12 1646 I21 � • • 12 16 � :••••• LASS f _ __ _— _ - _ � • • • ` 33 43/ IS o - 54 ' N ... 35 _ _ y ,A D • _ ... _ OPERABLE PENT _ � NtODU[f Y¢Vt¢p1Y >T FrON " _14 51 r- (w��': TAPCDfi '1 14 51 .in ttt• \\ C-!•2!2.2�_ INTERIOR20. 21 35 EaWaw.t0.. v �42 42 41 6 P /�)\/ INTERIOR ,,! '''^�A��''Y••• / 47 17 21 17 16 16 17 ``1 47 47 11 17�_J 17 16 kY /ro�NaR ..,,� 32 ALL WIND BUCK: ENGINEERED SEPARATELY A TD BE REVIEVED 1 BLDG.OFFICIAL(TYP.) ..ti.. T TgjC !, 7�T w, L� TITS V 1 d pAp ON A RMrM b Com i w ID10 iBt ¢501 N.W.SO ST. • MASONRY THE GAP THAN IX TN8 IMSIIINDOWARE PRATE AND'TRH BUCK OR � TEO(EY.3no,05) SSi BA n...,e�eeA 8.u.a„m.n..l s A a a T HA90NN1_19 L89S THAN 1/¢',SHIMS ADE NOT RE000tE0. ,3 T �'.'^ � (l'1� PN Ne.(305)AOf-Mia ' A., C.RwewO b Ca • 1011 F9C WNu%[SO11fA O!4(4uTY LLUYIMII/1ND0/D ANO CLSS MOA¢ -AN.HORS-NOT w..rr.: "i:.;.w,., tw r iw�w +.�.w.ee w.Awe.•c...w..a: I o._wd..e 20" -Dt ANCHORS.T�BE'¢12.SNS OR-VD.SCPF.VS 1NT0 VDDD,OR VI'TA'CONS.x.APPROVED CONC.FASTENERS INTO CONC., Cl tf,: ~ H_7.0UtZ /8r/oe Series: 3200 Outswing Impact •Casement Window WITHA-M1NIMIM OF.1 I/1'PENETRATION 1N1'O WOOD OR HORIZONTAL CROSS-SECTIONS, DETAILS&NOTES CONE.(REFER 70 LOAD TABLES FOR COAN'I'ITIES REQUIRED) -.-- DATF. L3200-0801 s�.iA s or 1 f f 1 / ` . / . . . . ' r - ` ` | ' Y a t 1 .�,• I .5 18.LAMINATED CLASS COMPOSITION TYPEA 12 f+ a x_;-:Ftp`eFrartte Window Glazed With; ;•:. .n.:.� rtru _ Bawcram6n �,1� 32001m art Casement Wlndow -Glee Type"A" Glass Type'E• Glass Type"C' pass Type-.1y. Glass Type"E" ---- I Conf uration:"X" 5na Am■aledGas 5/16 HS.Gl ns PVB 5116 HS.oas6SCP 7n6"AnneabdGass nnaP•Amealed(bsa BO3J PYB SnERL ER ' �'- B Size Idlh tlei LIE Anchor DP i) f DP-) ) i) UP-� E7Pi DPt•) ....._9 .._ ( ..� CDda On) Qn) Head75111 Jamb' P� V$ P� ... PS ....PI< Int pet- .. Pof ....p6f .......psi._. J le,ar,�cx_➢ru;; - 1 =- 12 19.125 28 2 2 ,....59 0 59.0 70.0 820 70 0 82.0 I0.0 73.0 70.0 73.0 i- 13 19125 30 375 2 1 3 SBO 59.0 70 082 0 70 0 70.0 73.0 700 730 5 is MINATED CLASS COMPOSITION TYPE B � 14 W 14 18.125 50.825 2 4 59.0 59.0 70.0 820 700 I 82.0 70.0 730 70.0 73.0 I r� 15 19.125 63 2 5 590 _59.0 70.0 82.0 700 820 073.0 700 730 eTLY ➢aSCRR11eN aIT93L _b9116 __ -._. ve'NEar-rArNCNtErEe t.ass fl A71N dTE N /8 79125 7425 2 5 _ 590 56.0 70.0 8200 -__L0.0 82.0 7 0 "�0 700 73.0 `�- - >- H32 28.5 28 3 2 590 59.0 700 82.00 7Ip 820 _ 73.0 70100I3p0 F OB3U•PVB iNTER"y" 1-- 5/19 Lminsted ----------- san,.Pvs er E==enm LTro,Ya cc. j 'u O HA 26.5 38375 3 3 59.0 590 1 700 820 0'0.0 82.0 7AG 730 70.0 760 O H34 285 50.825 3 4 59.0 5B0 70.0 820 70.0 820 070 '.D 70.0 3.0 1:6•Hral-$I R[.N:HIEIE➢GLaS3 46 �, ..._... .........._.._................._..._......................_._____._..._.__ _...... '� _ H35 20.5 63 3 5 590 59.0 700 .820r �0 B20 070.0 •73.0 70 7 1J H36 28.5 74.25 3 5 59.0 59.0 70.0 820 0 820 _70.0 73;0 70.0 .0 5 Is LAMINATED CLASS COMPOSITION TYPE C U 22 37 28 1 3 1 2 590 59.0 700 82.0 70 D 820 700• 730 700 73. 'rml a■sc6lPel➢R srm 23 _37, 38.375 3 3 '59.0 i 59.0 700 820 0 82.0 700 730 7000 077 IEar-SIRPNGNIENEC ia33 _ Q z 4Bsc urERutER 1' ] I 24 37 50625 3 4 -59.0`L 59.Ow 70.0 82.00 70.0 82.0 30 740 ....73.09 Kr�rgG 7 el ver sy 25 37 63 3 5 59.D 590 700 a20 P 07018 82.0 700 .0- _7_00.0 730 I/e'KAT STRCMt.NiCK➢GLASS 1 r JJ 5I 26 37 74.25 3 5 59.0 59.0 70.0 820 - ----" 14 2020 24 24 2 2 590 59.0 70.0 820 820 7009 03.0 7 7.OF ' __�l9n6 2030 24 36 2 3 59.0 59.0 --To.0 82(x. 7,j7. 820 73.0 7D.O .0 a GLAYING I-,E - _.___............._._.__._ ......_ .__. 2010 24 48 2 4 59.0 58.0 70.0 820 70. 82 0 73.0 704 0 y v 7 16 LAMINATED CIA99 COMPOSITION-TYPO D 7/19'laminated 2060 24 60 .2 6 590 _59.0 700 82.0 0i1& 820__ 70.0 730 __70.0_ r&.0 mY BaecRiPron azTAn. -- 2060 24.... -. 72 2 5... ...59 0 59.0 70.0 82.! 07.0 0 82.0 700 730 - 70.0 973.0 I pas•aYEa=n cLAss _=_� i 6 13 2620_ 30 24 3 2 59 0 59.0 700 82- 70.0• 82.0_ 70.0 730 7 0 .0 9n5a•PYB INrEALaYER N 2630 30 39 3 3 SBO 59.0 70.0 02. 70.0 B2.0 p000 730 uj Saar.vvn ny E.n-..n w.zR;co.I h 2640 30 48 _ 3 4_-_ 590_ 59.0 70.0 e2 0 82.0 70.0 730 0 73 1 3/16"M4f1C➢GLASS I N 2650 30 O3 3 5 59.0 59.0 70.0 82.0 00 82.0 700 730 3 2860 30 72 3 5 59.0 59.0 70.0 B2 0 70,0 82.0 0 73 0 0 7 _ ..... ...... - 11 19 LAMINATED CLASS COMPOSITION TYPE E '--- 2820 32 24_ 3 2 59.0 59.0 70.0 820 700 82.0 10730700 --730 mow• I j O 2830 32 36 3 3 _ 59.0 590 70.0 82.0 1.29 0 82.0_ _0 0 73,0 70.0 73.0 mN B63SWmON _ -_.�_.___....... �4 ! 2840 32 48 3 4 _ 59.0 59 0 702--L--ft-82 0 70.0 .........82.0.......,. 70.0 73.0 70.0 73.0 I I;:•awEA_rB u.nt: O __._ _ .. zusr rYB urArca ! 14/ Y' 2850 32 60 3 5 590 59.0 700 1 82.0 70.0 82.0 700 73.0 700 730 Sa"LA PY6 ay Eu4ron L ,ac i jI 0 32 72 3 5 590 59.0 70.0 82.0 70.0 82.0 700 73.0 700 73.0 J I.,•raEr cur•n { �- G•LALING BITE 3020 36 2d 3 2 59.0 530 700 820 700 820 700 730 700 73.0 vrivsuaT[➢nue sracE i j.Aa -- 11/16'laminated/lnsuletadl 3030 38 38 3 3 590 590 70.0 1 82.0 70.0 82.0 70.0 73.0 700 73.0 5 vY Aneax[u uns5 •r+y.. i 3010 36 48 3 4 59.0.-_._59.0_..._-700.._1._._.__-_.-...._. 82.0 70 0 &7.0 70.0 73 0 70.0 73.0 GLAZING OPTION i 3050 36 60 3 5 590 590 700 1 820 70.0 82.0 700 _23 0 70.0 73.0 IA?iINATEn GI ASS, PFS DETAIiW ! 3060 318 7z 3 5 59.0 59.0 700 eta TRO"(r NCY19li NOTE:WINDOWS WITH C*=cc TYPES'E'INSTALLED ASOVE 301t.IN THE HVHZ.THE I.C. ■■nY13's3a a4■IM rwih EXTERIOR LITE SHALL.9E TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT nue Na1Zl2r?-2-2_ RESISTANCE REQUIREMENTS(PBC-2017•Chapter 24 Section 2411.3.3.7). fink i mu,_j„1 Crakti t Y a«u«aN« .. D =v;R A.Revirtl n Com P, 1010 f9C /A� -/]�\ 1 i O_ 1 �� N.`.60 ST. ,`",% V• ..L -•.'' ;:, B.aanerd m0 a,YYon to rnW 5 or) YEDMY,ILORM 33166 ,, ------ (f7Y�5JtFTFl:9 INC. PII No. SOS 696-6660 a«gym m ca_.th 14 Pec r.✓cv.ennue e�w.urr�irrnwor�°n uv ausa poops -•'r.; :iY•', a.a«.,,a ra rnmPh.:L1a1J Pec-- _._...._._.-=SFSt!ePr__.'w!r<w__......_.2�0__... -_ap=41............._..___._...__.. Z H.ERAzo "mfe7fa Series: 3200 Outswing Impact Casement Window r.•:1 O.P;4�� r"�"r" N,asAxD rte`u/al/IT CLASS k DP CHARTS AND GLAZING DETAILS FOR "J['UNITS_ DAT{f'T�/y+�.�?24 O �� u2uKuraz°o-wave-nr A""�""�L9200-0901 r 6 q 9 I 5 16 LAW14ATHO GLAS COUI'b§fflyq---TyPR A r"WndowGhked xt' in? M 3200In-pad Cnt Wnclow Glaze Type A" Glass] QmTYM"C' GmType'VGlassType"F' I LOW Configuration: fillrk-idClass I MrHMG-MB U16"K&Q,---QP 7IIrA-.WGb- 11116"A-bd(4B. .-CP14) --M9- DIPM -T-) DR-) KR RICO* fn I (1n) hlead'Sill Jamb Pd I'd pd Pd Pd In 22 37 ! 23 4 2 700 70.0 MO -130 700 82.0 700 730 70,0 730 LU 23 37 1 38.375. 700 700 70.0 730 700 __820 ____7oq� 730 700 730 U) 24 37 4 730 700 820 7UCL 73,0 70 0 --gy-f-d- -dW§-CG 6§ TYPE-B" 14 51 N 4 4 750 9/16 YY 25 37 65 4 4 lf70.0 MO 70.0 730 700 820 7ld' 0 70.0 GLA,I NG BITE 32 53.125 26 4 2 700 70.0 ---MO -WO V 70.0• 820 '44 700 730 5/16*L.Ini..td 33 53 125 38.375 4 3 700 700 70,0 73.0 820 700 ll�1) 70. �All 34 53.125 50 625 4 4 e 700 70.0 700 -50 -N-0 1 820 71 6.0 073.0 70.0 0 48 53.125 63 4 4 700 70.0 70.0 1 73C L 8ZO o" #3 0 70.0- r6o D22 74 25 700 70.0 730 7QJD 730 7M*-1 6760v 0 6 2 700 820 "1)' 700 I6-UlfIN!TtI)GUS COMPOSITION-TYPE Q 023 74 38.375 1 6 3 700 70.0 W" 1 1120 730 70,0 730 ---------- - 7_�(L_ 73dF- MI 74 5D625 6 4 70.0 WTO 70.0 'no 700 820 700 73,0 025 74 63 6 700--7010 !Y()- "a- 820 0 700 • 73.0 0 3020 36 24 4 1 2 70.0 700 7ao 73 03.0 700 73.0 0 .............- 3030 33 36 4 3 700 _70o 71TO 730 70,0 Hzo :7 70 090 14-0 3040 38 48 4 4 700 X0 70.0 73ob 0700, 1120 -0 730 /16 M 36 -W 4 4 700 700 Mo 73.0 0700 1 820 706 73.0 '7M.Cr MO GLA I N*Gil ITE U) 402D 48 24 4 2 70,0 700 7U0 730 -M ff 820 0WMel no 7. L30 16 LAWRINATED GGSS COMPOSITION-TYPE'D' 7/16,L-A-W 4030 48 36 4 3 40 700 7110 734 ]L" 820 700 73,0 70.0 WO U) 4040 48 48 4 4 70 0 70�O 700 7300 -60 820 70,0' M 70LO •730 iiiF n, x 4060 1 48 60 A 4 9 700 700 700 739 700 0 820 739 7(10 Sao 31 700 760 /U 730 7GO 82 VV 73.0 uRprx 82.0 1 70.0 h�o 1po 73.0 7ao 82.0 700 MO 44 Fz---- ---- 1 6, ...................6 M 6- Pv.by E.-C-C.: 0 S= 60 -36- 5 3 70 0_ !2 5040 eo 48 5 4 1 700 700 700 SM 60 T_ 5 4 TOO 70.0 Mo 7,10 70.0 820 ", o- 730 40.0 7* 1 16 LAMINATEDUL-J&S-T6M-v6s-lTI 6020 72 24 6 2 700 700 700 730 700 UO - 730 7110 73.0 2a s MU 6000 72 35 6 3 700 730 -0.0 810 49�- 73.0 Mo 730 1 7BO 700 SM ��48 6 4 70 0 70.0 7(lo 730 70.0 820 700 0 700 1 730 6050 72 60 1 6 1 4 70 P 70,0 700 730 1 70.0 1 820 1 700 ��MIF, 70.0 730 "D b,I`-a GLA It G EITE _UZ .7 ,t- rEi AIR 'i U/16'Laminated/In-Wed I A--- --1 . GLAZING OPTIC) LAMINATED GLASS TYPE DETAILS __ E411nNPo Y4 Ste' 1e NOTE:InhDOWS WITH CLASS TYPES"E'INSTALLED ABOVE 30ft.IN THE HVIJZ,THE I.G. TATERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SWALL MISSILE IMPACT R11.41STANC).-REQUIRRUFNTS(FUC-2017.Ch.pt.l 24 S..U..24LI.3.3.7). LA WS ON AWI M.W.90 ST. MEDLEY,1101110A 331.4 No.(305)696-4660 to_-t!! 02 T 7., D.R-4 A or 4,; r' Window Series: 3200 Outswing Impact Casement CLASS Ar DP CHARTS AND GIATING DETAILS FOR=-OX-XO'(JNrM ' I t t E @9 r LUE IN-POST HAIL --- -1.21e .JJ 3 ! v IT RUL i L-300' 1.4]3 4" 4" ASSEY[M.Y 6CREWS ;I CS�OQ_I 6063-T6 ALUMINUM P-Y10 X 1 1/4' FRAME HF:AU 462 4" AS bT XSCIRLWS i /PHIL.SM 6 H. I.-3001 .M./2Mx..915 I e: 'L 606J-T6/LUMMUM } ! r I I l 2.250 .052 2.J2 C 062 F^ — !I _— •• ____-_-_____ 1 .f)fi2 rte{' �� 'I ' I MIEHOR cLUS,ER -- .. ----------- 4—,.Js— -}-- is I I '(HEAD/SILL TYPI(:AL) + ..fir yl� • • .._.._.__........,...._.._...._...__4.79] ' �' FR6Nf:JAIYi ��-�� ••• • �_. 4 11 ts7s D"1� J '•�/ INPOST ANCHOR Q. TAIL FRAME CORNER TAH- '• VENT RAn.CORIN,K"0 2, VENT RAIL .590 I L 3 'J L-9004 ! 1•u!C WPOSf •••••• • • r0.02 —SEE MULLION,W-E ALS FAR •••• FRAME 911J,/JAMB MULLION • i L_3002 6003-T6 ALUMINUM ON PRESSURE E AND LU%. ****a 1 DESIGN PRESSURE LIMITATIONS. •••• �' • • I pqi-1.. 8063-TB ALUMINUM h NOTE.'THE LOWS PRESSURE$0�'FY%[0, • •• *goo* 4=J CSSEMENT WINDOW OR NULL SHAD_GOVERN •• • 1.250 -.062 2. I 1/1'MA%. •••••• r a2 ( o.w2 y 12 S.M.S. X I 1/4"L. • • ! SEE ELEV. FOR SPACdNO ' FRAM•SILL ilf I--2.398 1.Ail I.IN CONTACT WT. • •�p 2. M TO S. PAINTED OR PLA..EC. - _fJF_'—y'-- .____..•.., d�'1i 2. 6!ETAL STRUCTURES: -0.079 FR WE SHEAH YfATE: o.lw _� I (STEEL LTE.:ALUM. t.jC"MiN. THICK) -------- P 47 L-3007 I f A) STEEL: F/_ 36 KSI MIN. ---- 8063-T5 ALUMINUM H, 0.111`:,INUM 606$-T5 MIN. A6SEM/RLOY SCRtjw54" t.LtS !7 P.x.;AXIL SMi 2J1 T-J PERIMETER O �.-W;NDOW FRAME FRAME IMPOST DETAIL ! ALUMINUM 3NUBBP:R SEALANT 3J3 r 36 L-3014 L.0.327 5063-T5 ALUMINUM �{ ],,,..STRUCTjIRA'[jy,CHMENT j2 'Aj]• FRAME & SASH CORNER ASSEMBLY DETAILS IC FRAME SILL ANCHOR CLIP A91 C� otYecy L-3006 /NOOUCf FIXED LTTE MOUNTING BRACI(EF PrpyLTaxY,4 rk" � 6063-TG ALUMINUM ,p7p L-3005 U.iBiF 0.09" 6063-T6 ALUMINUM { A'aY,on OpkPty OMa 0.070 2.n4- ................. .794 J.ae N6tarrP,w...c..lw GLAZING BEAD 16 GLAZING BEAD -'�GLAZING BEAD .190 la 4W A==a ca. . 20,0 FBC 12 6/18'laminated �adl .''. %..'o WSON NLSm N.W.90 V. Il/1d'Ineulated/Lemineted '-'7/16'[aadanted 'Y- "::'.,t:-'� LA NEOLCY,ftORIDA 31166 L-3010 or L-7709 L-3011 or UI-IO.O L-3008 a wx..a.va R..wo"a x!.d 3 a e a 7 or L1I...159 T 2i5 ..---_..-_.--.r.._____._- �!={-1']r}'�:: PN Na.(105)696-9660 6063-T5 ALUMINUM 6083-T5 ALUMINUM 6063-T5 ALUMINUM :rY'. C.PvwxM a r v 2Btt fPC 1f.xuA�CNel11 aI pmtln ILUYTNBL fA'DBIe INB a.vY AaOnR • 4 Pr•x av�ry twwM.x.e Inyn BV.e.s Y+.wa..N PvMtN M�_/NI7 fBC aemi IRS—I p15 U + ; 6 { 0 4 w """"•" N:ERAzo '•`ayr,�ns Series: 3200 Outswing Impact.Casement Window `I�010' r L1� I .� KWRUSION CROSS-SECnONS,&ASSEMBLY DETAILS 0.6eg� 0.050 0.695 Zo.t t 3 L°:°=J DATE xrixB-mxn.-01 3.9200-0801 • >OF 5 1 01/09/2018-12:09pm intern1 V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FEC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH S 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 s ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE* PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-Z E 4 _ Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING}t9�KJI RIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE > 2 - URE BELOW LEFT OR INFOR IOPfP OF Yf IDED K- THERS. ROOF Tributary Area(Sq Ft - _ 4xti-1, Tributary.Area(Sq Ft) 1.1. ANY QUESTIONABLE PE TOO E-CONStp D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 f 20 ' 30 40 [5` t 10 20 30 40 50 5. \2)IDENTIFY THE BUILDING M VE_ FiEf T FROM THE LOWEST GROUND ELEVATION.IF -43.4 -41.6 -40.6 -39.i ! -53.6 -50.0 -47.9 -46.4 -45.2 TRE MEAN ROOF HEIGHT CANN T E,_ F D, T PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 1' I .15 ft 2.1. ALWAYS ROUND UP 0 F Sr TO NE ffT�� LE VALUE. +40.1 +38.2 +37.2 +36.4 3 +40.1 +38.2 +37.2 +36.4 +35.9 /�2. VALID FOR ALL ROO ES�FO SLOP e]0 EE AN ENGINEER FOR REDUCTIONS. f 18 ft -45.1 -43.3 42.2 41.4 `40, 18 ftr -55.7 -52.0 4-49.8 -48.2 -47.0 3.CALCULATE THE TRIBUTARI AREA O �iN�QU STION AS THE GREATER OF(HEIGHT WIDTH)OR THE SPAN LENGTH(HEIGH -AN E IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). +41.6 +39.7 +38.6 +37.9 +37.3 +41.6 +39.7 +38.61 +37.9 +37.3 3.1. USE THE AREA BETWEEN STRUCTURACOPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 X20 ft -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +42.6 +40.6 +39.5 +38.7 +38.1 +42.6 +40.6 +39.5 +38.7 +38.1 3.3..3. SQUARE FEET)SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 48.4 -46.4 -45.2 -44.4 -43.759.7 -55.7 53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 2: 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 42.2 441.5L_ 1F.NERAL NOTES: 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 35 ft 64.1 -59.8 -57.3k4_�i-+44 - TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 -+42- /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. ''WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -53.4 -51.2 -49.9 -49.0 -48.3 -65.9 -61.5 -58.9 6 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft 40 ft �"�� 1THAN THE RATED LIMITING WIND VELOCITY ABOVE. +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 r� 'TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 `57 - 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 45 ft +50.5 +48.2 +46.9 +45.9 +45.2HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. Soft +51.6 +49.3 +47.9 +47.0 +46.2 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 8• THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +52.7 +50.3 +48.9 +47.9 1 +47.1 +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. -58.2 -55.8 -54.3 -53.3-=51 -� -71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOTFFER-A EROD )&D CERTIFICATION. REFER TO ANY SEPARATELY 60 ft ft SUBMITTED TEST CRITERIA AND OTHER LS-FOR-DESIGNt STALLATION INFORMATION AND APPLICABILITY +53.6 +51.2 +49.8 +48. +4 +53.6 +51.2 +49.8 +48.8 +48.0 OF THESE TABLE VALUES WHICH IS TO BE VE - ER ACCORDANCE WITH GOVERNING CODES. 11.,ADHERE TO ALL LOCAL IMPACT(/ PR ECTIO._ NCES.12.NO CERTIFICATION IS OFFERED�O -EG HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED F1 ER DD ITI N ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I I INTERIOR ZONE(4), EXTERIOR ZON GHT EXPLAINED LEAST HORIZONTAL �w m w Z 0 v m rn n DIMENSION maG .. G1npmLAm0Zi a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M 1_ROOF PEAK ROOF r z,B m C D m m m Z A 'Ti HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 M m v 6)0 a>__^1 w m m x HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. ? D D Z a r"y C Z.. U1 Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 ® =O z uj 0 D Z m in O m Z-4 m 3 REQUIRED. rn p 0 6) G) p= .n� MEAN EAVE HEIGHT m�1�z m m rn D^'m '" a a ROOF ROOF \ nDDZODv�Z.A.� -1 0 �! HEIGHT HEIGHT Ln D 0 c m O•��G1 N -,X (3 • �^ D7 � OZOmOm^"r 5 ® 5 /� ® 4 � a PLAN VIEW O G�z?rn�ODUAa O6 wnC3 oo� a �� COMPLEX om nmAarz`"r Z M -nz r ELEVATION - '� ISOMETRIC CORNERS 5 5 A�° "a n .:• " :•4 ••• • U1 P NIET^ISSUES GSSN TSB D°o5E2 6TH EDITION FLORIDA BUILDING CODE {� o a O �NMIN��ONG o r M. 2 mD m I " oz REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 �oi 40 -owv \ ox 3 REV 2014 FBC DGM TSB 06/10/15 1 EXPRESS p o Lm. - � C' UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 z Ip CORPORATE OFFICE: Z U1 Cc, o ? Z m �4fiO&SW I62to %VE�JtJE, SUITE 106 � " D= oZ H. = - DESIGN LOADS FOR COMPONENTS &CLADDING • DrEERFiEIfD BEATiH, �L 33442 0 a rn V z MASTER PLAN SHEET • • m `� ;o I THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:495;)3:4-(;60 C:(951)3j4-1343 G 0 0 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT • •• ••CEIrTT W AUT]#988j• •q m y 5 0 p WRITTENCONSENiOFENGINEERINGEXPRE55.ALTERATIONS. �� :HELLG@ENGINEF.RlNGEXfRESS.�OM AZ I". " m ASCE 7- 10 ° m p PERMITTED AND INVALIDATEOUR CERTIFICATION.DOCUMENT ARE NOT N< co m ENGINEERINGEXPRESS.COM PRODUCT APPROVAL SCHEDULE/COMPARISON CHART ADDRESS: 515 NW 111TH STREET,MIAMI SHORES,FL OPENING ID# DESCRIPTION WINDOW OR DOOR NOA# WINDOW SIZE REQUIRED DESIGN PRESSURE INSTALLING DESIGN PRESSURE A LAWSON HORIZONTAL ROLLER 17—P0. 1-7 /11 ro �dII YO' 4-ea.o B LAWSON HORIZONTAL ROLLER 1 - a 17 3 7'1 x mr" 3 4- 3`r 7 'L&0•a 0 C LAWSON HORIZONTAL ROLLER 1 12 12 . 1' 53 YRIIX5O s� � 3 3 f 3�' 7 � 4 e?o.o —lot . 3 3�, '7 59 U -x-59. 0 ID LAWSON CASEMENT �p�+ a( 14 X.laRP CGcisa 32 7(o .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . .. . . .. . . .. . ... . . . . . . . . . . . . . �i MIAMI-DADE MIAMI-DADS COUNTY 0 PRODUCT CONTROL SEC'T'ION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES'RER) 11805 S W 26 Street,Room 208 BOARD AND C06E ADMINISTRATION DIVISION T(786)315-2_590 F(786)315-?599 NOTICE OF ACCEPTANCE (NOA) __ www.uiiamidade.7.ov/economy Lawson Industries,Inc. 8501 NNV 90 Street •• . . 0000 0000.0 Medley, FL 33166 • SCOPE: ..•�.• .. 0.00.0 This NOA is being issued under the applicable rules and regulations goveniing*t1l`e itse of construction:...•: *000 materials. The documentation submitted has been reviewed and accepted by Mia% iitle Co mty 4ER - ••. Product Control Section to be used in Miami Dade County and other areas where 3UQVjV, l by the.Autrority 0...0• Having Jurisdiction(AHJ). 0 0 0 .. .. .. .. 0000.0 This NOA shall not be valid after the expiration date stated below.The Miami-DadamCo+rorty Product.Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade kount )reserve lite right••••:• 0000.. to have this product or material tested for quality assurance purposes. If this prc4lucl ty material fails to:.... perform in the accepted manner, the manufacturer will incur the expense of such tet-nng*and t1�0 N,14 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 determin,,d by Miami-Dade County Product Control Section that this product or material fails to meet the requiremer.,ts 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 "HS-8700 (Flange—Frame)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window", sheets l through 10 of 10, dated 0 /30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.G., bearing the Miarni—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 DATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the rrranu.Facturer's name or logo, city, state, 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 (late or if there has been a revision or change in the materials, use, and/or manufacture of the product or pro,::ess. 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 tenni;ration and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Count-y, Florida, and followed by the expiration date may be displayed in advertisii,g 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 provieed to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the,Building Official. This NOA revises NOA No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, a well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. Islad 'NOA•.No. 17-1212.17 MiAMI•DADE COUNTY �'x,12.6,201?? Expiration Date: April I1,2022 Approval Date: February O1,2018 Page 1 r Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted udder NOA No. 02,Qsr7.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange.JTnpac4.•0•• Window", sheets 1 through 10 of 10, dated 05/30/09, with reviNo7i b datO6 11,01/17, •� prepared by manufacturer, signed and sealed by Thomas J. Sotcll,'1:". •••••• 0000.. 0000.. 0000 0000.. B. TESTS-, 0000 0000. 1. Test reports on: l.)Air Infiltration Test,per FBC, TAS 202-94 •••••• 00:009 2)Uniform Static Air Pressure Test, Loading ptl DISC, TAS1202'9 0000:0 3)Water Resistance Test, per FBC, TAS 202-SW '. 4)Forced Entry Test,per FBC 2411.3.2.1, and.TAS 202-94..... ,•... along with masked-up drawings and installation diagram of air aluininum.koyizontaC'***: sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, pupated by Hurricane Engineering&Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3-057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E., (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Tes*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, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing,Inc., Test Reports No. HETI-1,0-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-1.0-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA NO. 11-0 705.10) 4. 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, XOX.configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251,dated 04/25/11, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA No. 11-0705.10) Sifang Zhao,P.E. Product Control Examiner NOA No' 17-1212.17 Expiration Date: April 11,2022 Approval Date: February 01,2018 E-1 t { y Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 4 B. TESTS (CONTMUTED) 5. Test reports on: I)Air Infiltration Test,.per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS'2.0y.N ....•. 3) Water Resistance Test,per FBC TAS 202-94*--* •• • 4)Large Missile Impact Test per FBC, TAS 20 -�-:'• •• •••••• 5) Cyclic Wind Pressure Loading per FBC, TAS�� 4 :.•..: 6)Forced Entry Test, per FBC 2411 3.2.1, TAS*2*Q;-;Xl •••�� along with marked-up drawings and installation diagram of 8 spevx-ccos ..:..' of an aluminum horizontal sliding window,XO configuration, plepa ed by I-hrtrmane •••••• Engineering & Testing, Inc., Test Reports No. HETI-08-2033, 1bd ', tT.08-2034, HETI-08-2035,HETI-08-2036,HETI-08-2037, HETI-08-203$,IffTI-Oltf- 1+0{r , • and HETI-08-2116B,dated 02/28/08, signed and sealed by Candida I Font, V.4- :'•••; (Submitted under NOA No. 04-01W..05) 6. Test"reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 t 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, TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration,prepared by Fenestration Testing Laboratory, Inc.; Test Reports No. FTL-3097,FTL-3098 and FTL-3361, dated 12/06101, 12/11/01 and 01/28/02,respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Setbmitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying 4with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). { Sifting Zhao,P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11,2022 Approval Date: February 01,2018 E-2 t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS � 1. Notice of Acceptance No. 16-1117,01 issued to Kuraray America,Inc. forlhjir "Trosifol® Ultraclear, Clear and Color P17B Interlayers" dated Ql/19/17?"+Iring ....�. on 07/08/19. *00 •• • • 2. Notice of Acceptance No. 17-012,05 issued to Eastman Chem ical:r-tmpAny jMA) .••••• for their"Saflex Clear and Color Glass Interlayers", expiring QF.J /21/2 . •••• , F. STATEMENTS •••••• • • ••••• 1. Statement letter of conformance, complying with the FSC 6"'Pdittdn (2017)'dated ••••;• i November 17,2017, issued, signed and sealed by Thomas J.,So�os-E. • 2. Statement letter of no financial interest, dated 05/20/10, signed znd Sealed i7-T•ltomas • • J. Sotos, P.E. (Submitted under N'0-4 No. 12-012 7.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-4018, HETI-10-3049,HETI-10-3049I,HETI-10-3050, HETI-10-3051,HETI-10-3052% HETI-10-3053,HETI-10-3056,HETI-10-3057, HETI-10-3130,HETI-10-3131, HETI-10-3223,HETI-10-3224,HET-10-31.25 and HETI-10-3226, all issued by Hurricane Engineering& Testing, Inc., dates:: 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251,issued by Hurricane Engineering &Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NDA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035,HETI-08-2036, HETI-08-2037,HETI-08-2038,HETI-08-2116A j and 11ETI-08-2116B,issued by Hurricane Engineering &Testing, Inc., dated t 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (,Subn tted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory,Inc.,dated 12/06/01, 121/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.1.4, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04113/17 and expiring on 04/11/12. 1 -411 Sifanb Zhao,P.E. Product Control Examiner NOA No.17-1212,17 1 Expiration Date: April 11,2022 Approval Date: February 01,2018 E-3 I h . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... A Al • • ••A Al �-• General Notes: • • • • • • • • 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS O • • • • • • • OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6Lh Edition, INCLUDING o O Z • • • • • • • • • HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS e q 3 /i/ • ••\\ •• • _ IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) _ n w h 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING m 3 U = RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL m¢ C O. C // D // • E •V\ • • C o z E D • • • • • • 3.) ANCHORS SHOWN ON,SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON �• •• • • • • ALI, WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER z° • • • •�'• • • (D.C.), AND AS TABULATED ON SHEETS 6, 7, or B. Z r o o [5 g g 1 ••• •• g g • 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o c Z Z I _ •• ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. W z c OX X0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES j C NOTE: TABULATED HEREIN (SEE SHELTs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE 2 Z o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. z t� 2)FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, &Bl" REFER TO SHEET y3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). a 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET N4 6.) WINDOWS WITH GLASS TYPES `A, C. OR G" INSTALLED ABOVE'3DF7. 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 11 O' F 7-) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS, U _ B.) SEE SHEET 9 FOR GLASS TYPES. Z - "— H} SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS (Zll HI v O I! 4 10.) SEE SHEET 7 POR DESIGN PRESSURES ON EQUAL-LITE "XOX" 'WINDOW'S, r 'I 'S I lV 0 f`--- SEE SHEET 9 FOR DESIGN•PRESSURES ON UN-EQUAL L17E "XOX" WINDOWS. p ry 12.) FOR OPTIONAL FRAME: INSTALLATION DETAILS SEE SHEETS 3, '1, or 9. Ni i ) \\: •�\ .// 53.) EXT: & INT. FALSE COLONIAL MUNTLNS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE �I, � 00 \� 14. WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �`i � [ ) �{ E L` E (BY OTHERS). PRIOR TO WINDOW INSTALLATIDN. (SEE SHEET >y3, 4 & 5 FOR DETAILS -. & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 2.1 8 B 1 SECTION I �Q 3. � APPLIES .`e 16.) APPROVAL APPLIES TO SINGLE UNITS 4R SIDE BY SIDE MULLED UNITS. Iz I � SEE SHEET-# 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. `a g 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DAD- COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT NOTES THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL wILL APPLY TO THE - _ o t- - I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. = � ? 2) FOR VERTICAL.CROSS-SECTION DETAILS "A, Al, B. & 61" REFER TO SHEET ya l8.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR N,ATERIAL: TO BE g 3 FO't HO":=0."-'IAL 01595—crCTIO" nIFTAnS "n, -V F" REFFP 10 SHEET 5 - - - - - -- 4) REFER TO,SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. R PAIN ED OR PLATED AND SHALL MEET 37C7i,,N Z033.6,4 C. iric .wRT owe CODE. r. Al I of �I E D E L ciTr.1?<S;�;C2te ��- e;' XOX Un-Equal Lite (1/4-1/2-1/4 a NOTES: PRODUCTREVISED a 1 -•� !) REFER CO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. !2 Li 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & Bl" REFER TO SHEET q3 Bu�� 'd 22- 3) FOR HORIZONTAL CROSS-SECTION DETAILS T, & E" REFER TO SHEET g5 A='�Ptence Ny -lZIZ 11 B� 4) REFER TO.SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. P'ravon SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW mium; Q APPROVED ELEVATIONS I'-pro o . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • TEST UNIT SIZE. 111'X 63" * 85 3/e" OVERALL FRANC WIDTH ;TEST UNIT SIZE: 74•X 63' 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS • •3/6" INT•RIOR FAME WIDTH 'INSTALLATION FASTENERS- — 73' INTERIOR FRAME WIDTH to (A) ]0 AT FRAME HEAD • . • •• • 1•I•ADDIIONA•ANCHORS (A]'6 AT FRAME HEAD TVO PpDIT104AL ANCHORS C C) I� (14 AT FRAME HEAD IF DP AHOYE•70.�j • • • ♦ REtIRED ATIKITING RAILS i (B,AT FRAME HEAD IF DP ABOVE 70.0 REOUIREO AT MEETING RARS O lJ SO UNITS WITB DP ABOVE 13 6 AT EA. FRAME SILL FOR UNITS WITH DP ABOVE O a (B) 10 AT EA. FRAME SILL • '� A v�7DPST•u�]i TALJ (� e • • �� v. • 1• • 5' (B AT FRAME SILL IF DP ABOVE 70.0) A A /-7NPIS (4 TOTAL) 5 r O Z_ (14 AT FRAME SILL IF DP ABOVE'�0 ) t4AX (C)'S'AT EA. FRAME JAMB (,J (C)-5-AT EA. FRAME JAMB • To.7gy 5' u" 4 1/2" 14' —m o uAk.O.C. -r ° • MIx�L)� -f•SEE.GENERAL N07E /3& g4. I1 D:� '((uAk.O.C.)' II, M rp y E- •SEE GENERAL NOTE $3 & Q4. • - Nam U U 5'VTM%UL T '0. o C d o .L CORNOVT) 5" O�RNEaS) ELS • • K� Q_W �P.V D C.w'tlth III' Ma>✓i D.L.O. th 3 a 8 2a / ' - '} ul 13 1/4.O.C. 2 w c O Z n` • • • `•2 y • ••_ m I 13 L/4•D.C. ,. w — / rcL S /'. " ___��__/ _y // — 1/a•O.C. a (£ // 4I =._�(J__��__yl 1/n•O.C. �- C*•. ? o l� I E jl. C Df,� / v //� f w _ i / / D i/• I 3 z o O _ ___rcq / 13 1/4'D.C. w of ___ _:____ __SJ .3 1/<'D.C. F C) r C4 z -4 _ __ ____ I Q z r B B1/ 13 i/4'G.L. i� ��! I 3 I/4•DL �I o w a Ll W. �.! � h � a > ANCHOR NOTES ANCHOR NGTF S: ) Q L SAME ANCHOR SPACING AT HEAD 6 SILK EXT.I INT.FALSE EDLDNIAL �— ( IC MUNTIN$PRE APPLIED V/ I-SANE PNCHGR SPACING AT HEAD B S1Ll. J dEkT.A INT.FALSE DIONIA_ j + 2. TVD ADDITIONAL ANCHORS REQUIRED V/ SILICONE.AND ARE MUNTINS ARE APPLIED V/ C4 V 2.TV AD,(UIDNA_ANCHORS REQUIRED i AT MEETING RAILS FOR UNITS WITH AVAILABLE 4S OPTIONAL. W/SILICONE AND ARE ,,I^� 47 AT NEE i:N!I RAILS FOR TOT WITH vl r D°ABOVE.UNITS/- 75PSF(4 TOTAL) PVAILAELE AS GP'IDNAL. � Ur'ABOVE �/-7NP5: (4 TDTALI J I r�T COX" WINDOW EQUAL LITE "XO"--WINDOW R9UAL LITE ] z VERTICRL CROSS-SECTION DETAILS'A•A1.B.t BI"AT SHEET 93 TEST UNIT SIZE. 111" X 63" 2.SEE HORIZONTAL CROSS-SECTION DETAILS C,D.a E"AT SHEET p5 NOTES t'+-.... ( "OX REVERSED ) b P 1.SEE VERTICAL CROSS-SECTION DETAILS 'A.Al,B,A 31'AT SF'EET 113 I le INSTALLATION FASTENERS # I 111' OVERALL FRAMF. WIDTH - 2.SEE HORIZONTAL CROSS-SECTION DETAILS"C, D,t E-AT SHEET as M (A) IO AT FRAME HEAD D�\\ 110' INTERIOR FRAM_ WIDTH(14 AT FRAME HEAD IF DP ABOVE 70. TWO ADDITIONAL ANCNDRS • (R) IO AT EA. FRAME SILL A Al REQUIRED AT HEC TING RAILS m FDR UNITS WITH DP ABOVE _ _ SERIES-870J HORIZONTAL SLIDIl�G WINDOW, (14 AT FRAME SILL IF DP ABOVE 70.0) —{ tF— /-UNITS a H TAU ( T ,�a> (C) 5 AT EA. FRAME JAMB I'—'o7'�'I I--i+,I...- I 12 --I S" h` FLANGE FRAME 'ELEVATIONS= •L:M;I. - *SEE GENERAL NOTE $3 & M4. 4 )I N I I II �� Nox DLO. wltl Non D_.C. ylath T i 'le ° w mac' J 13 1/4'O.L. 5 a _ P Y 13 1/a•G.C. o w > ;✓ A LT C B f I3 I/a•OC. Ah- az complying ^ tl PRODUCT-9REVISED with thDe - I � � Flori6a 5• H-ildmg Code +' ( ;,U Acceptance No 1 �- I ? ; ANCHOR NOTES: I l P Tallon DaN ! ` 1.SAME ANCHOR STALING AT HEAD E$ILL / EXT.B INT.FALSE COLONIAL MUNTINS ARE 2.TWO ADDITIONAL ANCNDRS REWIRED A- AP-LIED V/SILL=ONE AND ARc AVAILAB'_E HI. AS OPTIONAL. p t �� MEETING RAI LSFOR UNITS WITH DP ABOVE .70PSS/ - 75 PST(4 TOTAL "XOX" WINDOW - UN-EQUAL LITE a•F - N T k F 1.SEE VERTICAL CROSS-SECTION DETAILS'A,,Ai,B,6 BIASHEET 93 - a 2.SEE HORIZONTAL CROSS-SECTION DETAILS D,A E' AT SHEET 45 ' q % .. • % .. • . . . . . . . . . J • • • • • • • �-1/4- TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT-INTO-CONC. �� _ -. ' •-� EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT Z EET R2 ALL•WOOD SUCKS.ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION Al' SHEET s2 FOR MAX, FASTENEI'{Sf IRO): a •1—. ,6 TIPOE RENVIE•rED BY BLD:. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) C pp �� If WG BL'CCK•AND FRAMING (NOT BY LAWSON NOT BY LAW'SON INDUSTRIES, INC. x ♦'1�"MIR. • m • • INDUS IES) MIF SUSTAIN LOADS IMPOSED f., m� O in r ° E IS•� BY TV pi-464 SYSTEM C R ,. a.EMBEOMENT 4d. Ad. yny oz.. OI3 OI o FIn f 1 • • •••. •� _:• •• ��fY EDGE ANDS ii c t Q o M.M1 h 40* 00 o a T vtiti Z rn o 1/4' MAX. \Y 1 1/4' EXTERIOR,GRADE_. 12 SHM SPACE �' ' 2X (MIN.EMBED.) PCRIMEJEM.CAULKI4G�y� (rrP.) .„✓ .� ku 15 c- 'I QrL� EXT. GRADE PERIMETER- I li4' MAX 1l ) j O t� !T 4 ',� 1 5 bP'' S CAULKINi•N`UT BY I mo_' �I SHIM SPACE eI ry I U 3 'LA VSDN INDUSTRIES'. h,—�— (TYP) r0 BE APPLIED BY [OTHERSOry I 6I"i C a TYP.) I .I� J \\SS d G OaD � fI _CLEAR SILICONE ADHESIVE EXTERIOR B-_DDING CDMPDUND I` INTERIOR 34 T r' EXTERIOR INTERIOR A l x ALTERNATE DETAIL 4I p za I% LAMINATED GLASS 4 ten' {33) __ d w�a —' WOOD FRAMEWSTALLATION DETAIL. (.. 14 5 I iI hla I: 3 I wTNDOur INSTALLATION NOTES 1. THE WINDOWFRAM,' FI_ANGL TO 9E BACK-BED DEE 'w/ AN EXT. GRADE CAULK TNROUur!O!1T THE ENTIRE PERIMETER OF iLANGE m� 2BY WIVDOV INSTALLER (TYP) rI SILL. RISER - OPTIONAL 2N o ! ! APPLIED VITH SILICONE � IHC EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 8� SEE DP CHARTS ON BE SEALED W/ AN APPRL'VED EXTERIOR GRADE CAULK ° :� _'xI BY OT-iERS (1YaJ SHEETS ac, aS, 8 nG. WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 25III 10 32 3 ISI �II MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. § EIm }erz t t5 1 / III 26 9 B 11 - 13 I I.ANCHORS':NOTE: �J EY,IERIOR.GRADE I ANCHGRS_TO BF xi2 SMS OR WD. SCREWS INTO WOOD, DR ¢ ` EXT GRAD_ CONS,o. ;APPRGVED'CONC`FA.STENERS INTO�CDNC., a- A __. _ _. ".=.i' ... CAULK .. , --' - -"' �'kWITHA,MINI�UM„ DF-1.1/4'-PENETRATION INTO WOOD OR P RIMr_TCR AULK:NG _ _ r i a -^ ” 4V �� [ I/<•'M4x" N . (REFER T LOAD TABLES FOR QUANTITIES REQUIRED) I 4. P Fop`ti_`�_''_`•It SH YS)11 a SHIM SPACE CT •c-�;v "(TYP.) G .j'd Y] „ MIN. 1 MIN. PROD REVI � .- • EMBEDMENT • EMBEDMENT yin6 FlIonda n d d BumPCoded Aa pmt No ILI2.l7 ° ° 1/B" MIN. ErPiotian Date r,��„7+r-: t- � -;+,a! EDGE DISTANCc By_�j-� a r Miartn Dade Produtt Cuntroi -....,.. ._ - - OPTIONALSILLINSTALLITION DETAIL AT 'XO or OX" .. .. . . . .. .. . . . . . . . . . . . ALL WO Bl� ENGINEWED SWARATELY r • T❑ BE Ff VIEW�BY B OF 2X WOOD BUCKS----------�� • • • • 1L �G F•iCUL (TYPJ BY OTHERS <TYP • 2•WWOD MUCK AND,FRAMING (NO? BY LAWSON C O ¢ f ! • 4NDUSTRIE6) MUST•SUSTAIII LORDS•IMPOSED F L INTERIOR FINISH • • • BY THE GFAZINti ArSTEM • • • to p Z o I ) <BY OTHERS) �••• ••• • ••• • 3 z 21 23 LAMINATED GLASS =r. WOOD BUCKS o¢ 0 • 1 ••�a• AX• • • • 33 \ SILICONE FlDHESIVE �- ��„o, ? _ # • • J •• • I/4•MAX. #Ia.SMS W/'I 1!4• SJ'M P�A BEDDING COMPOJND � • - (T • • SHIM SPACE A MIN. EMBEDMENT INT❑ WOOD. �:v.. J o ! O • • • • • • INTERIOR -(rrP)- _ _ z o (SEE ELEVATION AT SHEET #2' • • 7 1 7� ••• 34 3 Z FOR MAX. FASTENER SPACING) 2/ T �1 27 I/4' -APCON Wl x 1/4' z. o MIN'EMBEDMENT INTO•CONC. t CD < EM ENT - __ = I \ 'CSE. FL EVAIION'Ar SHEET #2 ? ZO -F OR•MAX-FASIFNER SPACING) z 14 C) I r .LCI t- cy- L,'{'FISTAN --EJ + 1!4 17 $ � —� _ _ �- f / 7I_EMBEDMENT., ___ �_J I I 1 1!B iN Iq "� � < 1 ,�.^ Al 1J�.� EDGE GiSi AN__n.. f c I O LXTERIDn' 4 _ iNISH I ��:f 111• 1Y"�i :C o I ° BY OTHERS ( YP) ^ 18 \n, I ( u+'/t 4 FXTERIOR ��9] ��1 x. \.J cXl_ GRAD-- c 1 ; co a STUCCO OVER METAL LATH NAILED TO D CAULK �y,`� Z N �I4 x EXT.GRADE PERIMETER /� _ Q' p EXTERIOR GRADE PLYWOOD SHEATHING CAULKING NOT BY ( (' I CE BE SP;:C IFiEO BY ARC11]TE_T OR G.C. •i AWSONINDUSTRIES', �J F�-� (EXTERIOR FINISH BY OTHERS: TO B£ APPLIED BY OTHERS MAX,KI1r BY INDUSTRIES. INC. (TYPE 73' ' .4X -- -- —WIND,3W FRAME BUCK WIDTH--- - - 74' MAX. ----- --- - WINDD'W FRAME FLANSE WIDTH— XO' VVINDOW EQUAL LITE ( "OX'• REVERSED ) r I v I WINDOW-10TALLATION NOTES: �s _ 30 -31 1 THE WINDOW FRAME FLANGE T7 PE AACK-BCDDED W/ AN EXT. 13 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE C C\( � BY WINDOW INSTALLER (TYP.) U� 2. THE EXPOSED EXT. PERIMETER OF THE WINDJW FRAME TO ` BE SEALED W/ AN APPROVED EXTERIOR GRACE CAULK 22 21 BY DTHERS CTYPJ WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. Q .=. 4t ANCHORS NOTE: Nz - ANCHORS TO BE-#12 SMS_DR,WD..SCREWS.INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1!4"TAPCUNS cr APPROVED CONI. FAS iENERS,INTp,.CON .; yAv (• '� 'WITlH A..MINIMUY:-OF l 1/4-PENETRATION INTO WUJD UR PR�mUCTREVISBD Nom, I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE •LONG CPEFER TO LOAD TABES FN QUANTITIES REQUIRED) P10-e with the Fbrida bWtdi. LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. +1'+. A Com 2. DOTH•DIE CAST AND NYLON CAM LACKS ARE QUALIFIEDPdIeeNo l�-]yTi.11 m,l„• :� Expaation Date oe I, FOR USE ON ALL WINDOWS. B 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. MIAm-Dad, o . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... If i2 X 1 3/4• S.M.S. 11/4• MIN WOOD EMBED* • • ••• • • ,SEE ELEVATION AT SPEE•.uP • •• • •• • • C ✓O FUR MAX, FASTENER SI•CIA•G) • _• • • • • • o � f 9 • • SEAR SI!ICONE DH--:[V: PT. WOOD HOCKS o� Z o �5 1/4' MAX. 2T 2� • 34�•BEE11t1G CON?END • LAMINATED-GLASS _ .._.,._ _ A n w- co -3 -o SHIM. SPACE "• 1/4' MAX. n I y o (rrP.) 33 4 1 EXTERIOR SHIM $PALE _ y.< U L) \ (TYP.) O IL C i 7 77 O& p 0. < 1 �• • • • •�1••• • 7 30 31 ° "�o Z •I • • • • • l • • 3 v Q z 000 • • • • • 1/4' TAPCDN W/ 1 1/4' h Cc7 610 •—•i—• MIN. EMBEDMENT INTO GONE z w o a U _l _ - I __ __ _ _______ • ` .(SEE ELE VATIUN AT SHEET k2 0 o Z 2 C 1 4 • ••• •• FOR MAX. -ASTENER SPACING) op a 12 16 111/4' .IN. _MAEDMt T �` 17 8 18 �i -- _ EMBEDMENT IL . 1 1/B' MIN. I/ ------ - b x EDGE DISTANCE A � d v � Z 4 ° I ® o N EXT. GRADE �T� O CAULK RADE l 1 CAULK - �-+ � "= z. O O O O co I` U E I WINDOW FRAME BUCK WIDTH Q — WINDOW FRAME FLANGE WIDTH---- ' "XOX" WINDOW EQUAL AND UN—EQUAL LITE o d> WINDOW INSTALLATION NOTES: dl mI �Ia�Ik�l. 1. THE WINDOW-FRAME FLANGE TO 3E BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE U�c 3Y WINDOW INSTALLER (TYP.) ,nP 2. THE EXPOSED,EXT. PERIMETER OF THE WINDOW FRAME TO c m NI BE.SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 mI , BY OTHERS CTYP.) . S� • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DOCK OR - _- MASONRY IS LESS THAN 1/6SHIMS ARE NOT REQUIREC. ANCHORS NOTE: is m o € ANCHORS TO BE #12 SMS OR WD.SCREWS INTO WOOD, DR 1/4' TAPCONS ❑�- APPROVED CONC. FASTENERS INTO CONC., "j' - WITH A MINIMUM ❑F ! 1/4' PENETRATION INTO WOOD DR CONC. (REFER TD LDAD TABLES FOR QUANTITIES REQUIRED) y� n rte. a .-. }PRODUCT REVISED y��`'� < .ns w:oFlyi"g with the Florida Dailding Code p- Munni Dade Rodixx 0.mVoL a . . ... . . . ... . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY(PS -OX or XO WINDOWS # •Yip • M M +/-Pressures(Psf) WINDOW Jamb M SOS I Glass T "A• (*21 1 •Glass•T "B" *2 Glass T "C" *2 Glass Type"D" *2 Glass T e"E" *3 s&Glass,T "F'(*3-. $ o WIDTH HEIGHT Anchors A c + f , .-qsf . + f• f + sf + -psf +psf psf +psf -psf 24_. 24 _ 3_ _ •3 ••- 6 � 5.0 65. 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 -80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a U 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m o 60 24 3 6 • •61.0 • •tl0•• 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0" 80.0 72 24 3 6 • •10 .0• •6500•• 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 $0.0 24 36 34 6j. • ;%0 • 65;0 65.0 70.0 70.0 70.0 70.0 80.0 _80.0 80.0 80.0 36 36 3 490 •6•J.0 • •6J0 000 •35.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m a ? a o' l -I 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0_ 80.0 50 36 3 6 65.0_ 6510 6510 65.0 470.0 70.0 70.0 70.0 80.0' 80.0 80.0 _ 80-0 72 36 3 6 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 800 � 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3i 48 _ 4 4 65.0 65.0 65.0 _ 65.0 70.0 70.0 70.0 700 _8010_ 80.0 80.0 _ 80.0 e 48 _ 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.G 80.0 80.0 80.0 _ 80.0 i e i= 1 6G 48 _ 4 6 65.0 65.0 65.0 _ 65.4 _70.0 70.0 70.0 70.0 80.0 8D.0 80.0 _8_00__ �: a 72 1 48 4 6 65.0 65.0 65.0 65.0! 7D.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 j o 24 60- 5 4 65.0 65.0 65.0 65.0 _70.0 70.0 70.0 70.0 80.0 80.0 8010 80.0 r In 36 60 5 4 65.0 65.0 65.0 65.U 70.0 70.0 70.0 _70.0 80.0 _80.0 80.D 80.0 Nj �� _.z 48 -60" 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0_ 7) c 60 50 5 6 650 65.0 55.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60- 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - �f 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 70.0 80.0 80.0 80.0 80.0 a 37 t 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 _80.0 z j F 53:125 26 3 6 65.0 65.0 65.0 _ 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 J g 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0• 80.0 80.0 '80-0 80.0_ 37 38.315 4 4 65.0 65.0 65.0 65.0 `70.0 70.0 70.0 70.0 80.0 80.0 800 _80.0 - c! 53.125 38.375 4 6 65.0 6..5.0 65.0 _65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 1 9 65,0 65.0 65.0 S.D 7n n 7n n 7n.0 70.0 80.0 8n,n gr.n 80.0 e 26.5 50625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 _'�-37_-; Ok�aD L75 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 '-80.0 53.125 ! 25 5 5 65.0 65.0 65:0 65-0.- 70.0 70.-0 70.0 70.0 80.0 1 80.0, 80.0 80.0 74 rD X25 5 8 650 65.0 65.0 65.0 700 70.0 7C.0 70.0 80.0 1 80,0 k 80.0-•-� �--80.Cr. 26.5 I 58 5 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 90.0 x =i 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70 0 70.0 70.D 80.0 8D.0 . 80.0 80.0 { g 53.125 "P 5 .6 65.0 65.0 65.D 65.0 70.0 70.0 70.0 70.D 80.0 80.0 80.0 800 m '; 74 58 5 8 650 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 sI a I Ic 26.5 63` 6 4 65.0 65.0 65.0 65.0 70.0 70.0 1 70.0 70.0 80.0 80.0 80.0 80.0 -J 37 63 6 4 55.0 65A 65.0 65.0 72070.0 70.D 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.10 74 1 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 0ha to Notes 1) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIWCONE;OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH -70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B C, & D") � 20 SILL RISLK - UPTIUNAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE 170.0 DP �. /� �\ /, APPLIED WIT4 SILICON_ y t- - - ,moi .// \\� ��, 1 FUR DP AD3VE 70.0 PSF WINDOWS WITH GLASS TYPES"'E, & F' AND +80.0 DP MAX. ;y i, 1 ovC-^�-.-�A f ( ) i/ \� �• 2 C-6�.G DP ,V�V"CTRF-vIsED F"' ✓ ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON t mplying wish�� - '� WINDOWS W1TH UP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF ]O) G� �, Burling Code �'� 4.) WINDOWS WITH CLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. __ _ _ �_SL-'/ '9o'��te Na1L)7' -x7 1pcx x s [I•+ IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL DC TRMPERED. AliamDade 1'r�trot . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Un-Equal Lite 1/4-1/2-1/4 • • rte• +/-Pressures( std - FRAME SIZE #Jamb #•H &S• GIa95 T p!"B'O G lass T e"C" *Z Glass Type"D" *2 Glass T e"E" *3 Glass Type"F" *3 G lass Type"G" `2 0 WIDTH HEIGHT Anchors •c �s + sf • • - sf 0 •+psf" -psf + sf sf +psf -Psf +vsf -Vsf +Psf -psf o z 60 24 3 • 7g'• dO.Q 80.0 0.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n �+ 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .� E 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 ¢ o 96 24 3 if• • • 8&.0 • 8641• ••80.0 80.0 65.0 75.0 65.0 75.0 .52.0 52.0 65.0 75.0 o i o � � 108 24 3 1 0. 8 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 60 36 _ 3 70 • • aG.v •• 815.0 •80.0 80.0 65.0• 75.0 65.0 _ 75.0 52.0 52.0 65.0 75.0 72 36 3 • 8 D• • 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'o n z c Z z z a 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 .65.0 75.0 m m a a o 0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r- 108 108 36 3 11 52.0 52.0 65.0 75.0 65 0 75.0 52.0 52.0 65.0 75.0 z m G 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 72 48 4 7 70.0 75.0 70 0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' y Q a x 84 48 4 8 _ 52.0 52.0_ 65.0 7.5.0 65.0 75.0 52.0 52.0 _ 65.0 75.0 - t 96 48 4 10 52.0 52.0 65.0 75.0 _ 65.0 75.0 52.0 52.0 65.0 75.01 < 3 ' 48. 4 11 - 52.0 52.0 65.0 75.0 65 0 75.0 52.0 52.0 65.0 75.0 ` � E- 108 z 60 . 60. 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 72 60' 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N c a c " 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w Q o 96 60 5 10 _ 52.0 52.0 65.0 75.0. 65.0 75.0 52.0 52.0 65.0 75.0 z W Z 108 60 '" 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 E5.0 75.0 F o N f r 74 26 3 7 80.0 80:0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 @ m c L - - _ 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ] i 74 50.625 4 7' 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 q ' y 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0. 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75:0 } 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 952.G 52.0 "05.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '3.5 C3 5 0 G2.0 - 52.0 65.0 75.0. 65.0 755.0 52.0 52.0 63.0 75.0 - I - 106.25 26 y 3 11 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 55.0 75.0 o N 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 4 106.25 63 5 1152.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o ` _111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - L¢ p C v o e V 111 38.375 4 11 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.6254 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ? E 111 58 5 11 52.0 52.04 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e 111 63 5 11 52.0 52.0 .65.0 75.0 65.0 75.0 52.0 52.0 REvt{45pp Building Code z ..• r, Acceylmlte Noe 1- 12 7 E�pintion Dnl n li.l1,7 Z NZ°1 ts. "Ot2S L) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. By 2. STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW _L�rncoa _ �/ /i iami ad^product Com cl 6, (WINDOWS WITH GLASS TYPES "A, B, C, & D") �� 20 SILL RISER - DPTIDNA'_ 3J SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP APPLIED WITH SILICONE "c 0 (WINDOWS WITH GLASS 'TYPES."E. & F") AND +80.0 UP MAX. �� EOR DP nPDVE X70.0 PS. sm ,F ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) � i 4.) WINDOWS WITH GLASS 'TYPES "A, C. OR G" INSTALLED ABOVE 3OF'T. - IN THE HVHZ. THE LG EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Equal Lite . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY(PSI,-XOX WINDOWS with Equal Lite(1/3-1/3-1/3) •_ • ••• • • +/-Pressures(PsO a FRAME SIZE #Jamb *H&S Glass Type"EY (* ) Na Type "C" (*2) Glass Type"D" (*2)1 Glass Type "E" (*3)1 Glass Type"F"(*3) Glass Type"G (*2) z f WIDTH HEIGHT Anchors Arlc4ors + sf• • -P!*-. •+4psf -psf +psf -psf +psf -psf +psf -psf +psf -psf 60 24 -3 ---7 80.0 - 80.0 -80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e E CY 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 . • • 89.0 • SGQ •• 80.0' 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 *04 M y = } 60 36 3 .7 , . •0. • • 0 • 70.0 75.0 65.0 75.0 65.0 ,75.0 52.0 52.0 650 75.0 w 0 Z> - 72 36 3 . . ,D. • . 0 •70.0 75.0 _65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o Z 2 Q 84 36 3 •*9 • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m a L 8 F C 60 48 4 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j o 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z _ ; J t` 84 48 4 95 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 1\ x L 60 60 5 7. - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 DI = -3 72 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 . 52.D 65.0 75.0 �.> E- 84 60 5 9 - 52:0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m o 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 •65.0 75.0 :2.0 52.0 65.0 75.0 o a 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 . 75.0 1 52.0 52.0 65.0 75.0 IW o 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N a W J O y 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 h�,F r• Y 53.125 63 5 6 - - 52.0 52.0 55.0 75.0 65.0 75.0 52.0 52.0 650 75.0 ] it i . 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 q s 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1� 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 e3 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a i 79.5 . 38.375 4 y 70.a 75.U 52.0 -52.0 65.0 1 75.u uo.a 1 75.0 1 52.0 1 52.0 65.0 i a u ; w 79.5 50.525 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 79.5 58 5 1 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m o 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m $ 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52:0 E5.0 75.0 3 m ? a 84 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 5.0 i e,s:ca =,, • a eoegHyittg wiflt the Fl� Mr� „4' .. ~`��Y�'•, -- -- Building Code v''''^{•` /� Accepinn;r Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C. & D") SILL RISEi.9f-" IIC1NAL"t ContM 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •\\' �� '/�" / \ APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES -E. & F-) AND -80.0 DP MAX. 2I FOR DP ABOVE +70.0 PSr =�.•a �'.'� • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON L-1 I\ !U �] <-80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 30) i 4.) WINDOWS WITH GLASS 'TYPES "A, C, OR G" INSTALLED ABOVE 30FT. 1y \ EJ IN THE,HVH'L, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX _EgLLq Lite • • • • • • • • • • I1 won TYPE, Sc AND MAX CFL EAD, S.O.S. IIS—.8700 FLANGE FRAME WINDOW HILL OF MATERIALS �- 33 1 B • • ••• •ALUMIII%MULLIGN FLAT HERO,PHILLIPS. I7 O } 004 • • •• SEE M•U�LIDN A��pPgROVALS FUR I) ei snEET /i ITEM ,I PART / REQD. DESCRIPTION REMARKS C q F IClll I' ASTENER SPACING AND ,'Z .7 S:LR]NE�PTION}, • • CESICN*RESSI�iE•MIiAT10N5. FOR QUANTITY) I I L-7103 1 FRAME HEAD 6063-T6 ALUMINUM p C iC Eir CRiN[N1 899 • • • (A U .0 M7n. THICK) FRAME FX➢. JAMB - 6063-T6 ALUMINUM U A: SCHWE-.DW' v31 ••• • • 2 L-8701 1 FRAME SILL 6063-T6 ALUMINJM (D(�D TREMCO SPE: 2 - �� r - ` 0.608' NOTE: THE LOWER PRESSURES OF M Q o GLAZING DEPTH r ;INTERIOR 4 r rn ') I < THE WINDOW OR MULL SHALL GOVERN ri L-7704 1 FRAME FIXED MELTING RAIL 6063-T6 ALUMINUM jyl< C: LAMINATED GLASS COMPOSITION - TYPE B o C C,I 5 L-7705 j i VENT MEETING RAIL 6063-TE ALUMINUM o¢ REY GLASS DESCRIPTION DEI•Io • WINATE•OGRCRI•T•N ••• • —� _ _ �'p � Z 15 1 1/B"ANNEALED GLASS r -_# • "- 6 L-7707 1 VENT TOP/BOTTOM RAIL. 6063-T6 ALUMINUM 2 C.D90•PLASTIC INTERLAYER I 1•SfrI.L*PV�by• I w• 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 3 .-7I I• - E•stn��o4nko•A. I • Z Y - 1! '� .� 3 1/8-ANNEALED GLASS • • • • I l 8 L-7706 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM z C' •=..I.A • •• •• --- I' - S L-8702 i FRAME SILL TRACK 6063-15 ALUMINUM ro p= C w LAMINATED GLASS COMPOSITION -TYPE D a On 10 L-8705 -1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM REM GLASS DESCPIPTION DETAIL ( a$------ ---- it L6063-TS ALUMINUM"' --o _ U.097'PLASTICINTERLAYER -__ _ 1 ' 12 FS-006 AS REO'D. FRAML ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS- Q ] 1/B"NEAT-STREMGHTCNED - - EXTERIOR GRADE-- wlnDOw FRAME 13 FS-040 AS REGI). INSTALLATION SCREWS Ria SMS F.H./PHIL. O G] -TI PERIMETER CAULKING —" - �- Q !II LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR 14 L-7531- AS RE Q'D.I VINYL BULB 1/4• DIA. BULB 83033 RZy G•APc DESCRIPTION D-AlL GMINATE DESCRIPTION IS PWS-093�AS REQD.I F:N SEAL VEATHERSTRI= .187' w x .230' h V ^ J 1 16'AT-STREINAITENEO CLASS _ E2 FRAME MULLING DETAIL -- �: 16 PWS-0',5 AS RZO'D Fit: SEAL WEATHERSTRIP .167' w x 350' F, '� 2 0.090'PLASiIG InTFRLarER cAFLE%PVB I F"I 2 Iy I _astnon cHrnxel cA. 17 PVS-099 AS 4'0'0 FIN SEAL WEATHERSTRI^ 157" x .310' n ] I/d•HEAT-$TRLNGHTENEO CLASS � J � w �' L 16 L-7711 PS REO'D. GLAZING BEAD ( :NSULATED) 6033-75 ALUMINUM LAMINA TED GLASS COMPOSITION TYPE F r SEE MULLION APPROVALS FOR IS 'WS-D0. AS REO'D PIKE Q GLAZING BEAD i87• z 150 h 1 �I REYW GLASS DESCIOPiION - DETAR. IAI(INATE DESCRII'f10N �MULLIUN TYPE. SIZE AND MAX. w L.I DESIGN PRESSURE UMITAUONS. 20 L-8706 AS REQD. SILL RISER ADAPTER 60L3 ALUM.- OPTIONAL I VP•ANNEALED GLASS NOTE:THE LOWER PRESSURES OF ---- N TROSIFOL PVB by 21 L-7539 2 VFNT EXTRUDED SPRING LATCH 6CG3-T5 ALUMINUM 2 0.090'PLASTIC INTERLAYER a _---�4p THE WINDOW OR MULL SHALL GOVERN 3 1/e•ANNEALCC GL SS 1 'I I K�.roray Anrrico.1 _1/t• MAX. < 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON S is O.i x 1 1/a"1. N E SHIM -(SEE ELEVATION AT SH_ET N2 23 L-7523 x LATCH LA7 CH SPRING $TA INCE$$ STEEL 4 Z INTERIOR FOR MAx,rASTENER SrACING) ] 2 C/) V E 19 78 24 2 SILL/JAMB JOINT GASKET 1/16' CLOSCD CELL FOAM e �Ia t , I 25 FS-041 2 SILL RAIL ASSEMBLY SCREW RB X 2 l/4' P.H./PHIL. "'•� p 26.1 HC-044-1 2 WEEP FLAP 8 BAFFLE a 'SILICONE OPTIONS': _ :)� 26.2 I HC- 1 X VEEP UPEN CELL FOAM PAD 1/2'% 1/2'X 2'L. I g EDW CORNING 899 I 27 4C-040 SASH ROSCHLLER 8 HOUSING : I o DOW C RNING EAD899 3)31 ('I REMCO SPECTRUM 2 -J -- — ' \ 33 ": r 28 HC-026-1 1 SCREEN FRAME I. MESH GLAZING Ly_ GLAZING DEPTH I 29 - I 1 ATTACHMENT =— 2 CLIP ,R8 X 5/8' $.D.$. t `)' ( o INSULATED LAMINATED GLASS COMPOSITION TYPE A _ la 37 HC 2 VEN7 $WEEP LATCH MOLDED NYLON N15 ITEM CLASS DL°'n.nTen.. (-VhnPr.n -._r....TE CSSCRIP.'!^N �$-_-�- - - .1 __� _ _ I 1/B•ANNEALED - S 1 P - I 31 F�-059-] 2 VENT SWEEP LATCH DIE CAST n-rAL 2 3C9C PLASTIC 1 TCRL Y a i T © PERIMCTERJ WINDOW FRAME NOTE: 32 L-8830 X :,ncnor FRAME SILL ANCHOR CLIP 6063-7.5 ALUMINUM 1�= SAFLFX PVE by ] I/3•ANNEALED G ASS �T SEALANT 1.ALL STEEL IN CONTACT WITH u o Eastnon Cnencaf EXTERIOR A UM.TO BE PAINTED OR PLATED. 33 2 LAMINATED GLASS See De-ots P LH of Sheet 9 IASULATE3 AIR SVACE j• _ A U U 1 T Ay� 2. METAL ST3UCT'JRES: 34 w AS RED'!). GLAZING SILICONE Ste DetDils P L.H. of sheet 9 z i� 1/3'ANNEALED GLASS 1-1 A)$TELL Fy 35 KSI MIN. (STEEL 18 C.A. MIN. THICK - D D48-) 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN PLUMiNUM _ (— INSULATED LAMINATED GLASS COMPOSITION TYPE C - DETAIL B)ALUMINUM : 6U63-75 MIN'. 36 $M-5504 AS REQD-I JOINT SEALANT ITEM GLASS DRSCRIPTTON LAMINATE DESCRIPIIDN y c a, o ____ (ALUM.0.078•MINN. THICY,) 37 AS REO'D.I PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ¢°a �•'-, I I/B'ANNEALED GLASS _ ___1 DD9o"vLAT:Lc InTERUYER © E1 METAL STRUCTURE AT'TACf;MT_FTAIL 0 3 { 3 1/B"ANNEALED GLASS"- aII TROOSIFUL PVrkb>Inc. p A 1/4•INSULATED AIR SPACEI[E' 1 aT Anr o T 1/8'ANNEALED GLASS(•J I d�. ®"O.NT AIT � 1 v� V,{f q.Ao. 1 INSULATED LAMINATED GLASS COMPOSITION TYPE C�� "''•'"'�� - REY GLASS DESCRIP170N r� DETAIL LAMINATE DESCRIPTION D 2' I 1/8•HEAT-STRCNGHTENEC GLASSa 2 10.090'P ASTIC I.IER-AYCR - 1`1 rROS1F0'.PVB ay - 1/8'HEAT SIEU AIN GLASS I PRGDU^_T �' KHraray Anerka Inc. REVISED I vA-IKULAI ED ale SPACE (q +s Coln,lying with the Fluids 1/8'ANNEALEC GLASS I = BDAdine COde . Acrepmncc ND If ZI -1 (A)WINDOWS WITH GLASS TYPES'A,C.OR G"INSTALLED ABOVE 30-T. FzPITEIjOD nVIIZ$] 1-C ,-F ��•�'<I IN THE HVHZ.THE I.G.EXTERIOR LITE SHALL BE TEMPERED. r I -FEE i:TAt GLAZING DETAILS AND OPTIONS Mme°Da�Pir°"C a .. .. . . . .• .. . . . . . • . . . . . . . ... . . . . ... FRAME HEAD1450 I IFR7M�FIXED JA)VB ••• • •tS�ILBL OTZACK FRAME JAMB L�7703 •••�• • •• • •• • •� 0 `.J • •�/ •• • • •• • • • r '\ FRAfn TOP CORNER C • • • • • • • • • I \ 0 0 2 1 ••• • ••• \ e o 3 1 m 730 e 12e5 � 01° v d � 2b43 ••• • • • • •• •~• J OJ o ? I o ' • •• • • • •• J \ 3``� 'e F4 • • • •• • • SILL RETAINING CLIP = W asz • • • • • • • • L-8705 '� Z J z Z U n Iy •• 2b5 •• I FTtAMF HcAO O Z 10 yENi TOP RAIL FRAM'JAMB C FRAME SILL FRAME VENT JAMB -8701 L-8703 LArY Z z000 20U U .754 "r=AME.�l(ZT7M CR�'t.R a4vF Tr:f.IiAll I e t,ORh€ I� E.��sL o 2.37{ VENT SPRING L.ATMH L-7°39 a a. 2011E r � 2bs3 v�N_�AMe cA.. �. � !I II � -I+lI I �\1 ti C I .•, p j i L233 I ylllll� VIII k�I" �� •F 4 �! VENT LOCK RAIL r F�.730—I b98 »� VENT INTERLOCK RAIL FFIXED X D MEETING RAIL VENT TOP/BOTTO A`: RAIL L-7705 L-7707 SILT tJf_,N=KAIi�i FRAM' 1 2JM2 22@5 L375� I '1FNT,�9OTT,^,fJ C,R4�R j LSO{ IL �� i5l 'r'KAiv1E & SASH CORNET? ASSEMBLY DETAILS � E �'^ 3 S 9 : VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7706 L-8830 GLAZING 'BEAD ADAPTER L-7711 L-870880 3 , GLAZING BEAU t- �J L-7708 (D 020 -o�'.•'Ov'' c v >.. ) sod 2.000 r 1 I { PRODUCTREVISED ' I6 Lr— By ymg wrtL tlx Florida.850 X50 Acrop-.rc Noj!-1Zt: :T o' —yIEzpi ntionDineII L235— I .773—� —.773-1 —= M.i=ie D . ade Product C—t.1 I F 515 NW 111th Street,Miami Shores,FL L B F FRONT ELEVATION "'• ";". RIGHT SIDE ELEVATION •••••• ..... ...... SCOPE OF WORK: BATH REMOVE AND REPLACE FOUR WINDOWS AS BEDROOM PER FLOOR PLAN. KITCHEN ALL OTHER WINDOWS EXISTING TO REMAIN. D F� I Ej Mean Roof Height-18ft WINDOW DETAIL FEB Z018 E A-74"X 50 5/8"MEETS EGRESS FOR BEDROOM DINING BY; Lawson 8700 Impact Rolling Window XO mac„•�( _ Z Frame White HALL •Fli� SUSS janft 0�'�"' Glass Type F CLR Gray Interlayer PVB AA 118.090 '.x` o COMMUM~4N ZONE#5 NOA#17-1212.17 BEDROOM = Exrxesr s. tots s �., r. Required Pressure--49.8+38.6 C O�nn��`` www.NwokNot� coM Installing Pressure--80 +80 B-37"X 50 5/8" Lawson 8700 Impact Rolling Window XO Frame White C1 Glass Type F CLR Gray Interlayer PVB AA 1/8.090 ZONE#4 NOA#17-1212.17 Required Pressure--43.3+39.7 Installing Pressure--80 +80 _. _, Y, C-53 1/8"X 50 518"MEETS EGRESS FOR BEDROOM Lawson 8700 Impact Rolling Window XO LIVING ROOM Frame White Y Glass Type F CLR Gray Interlayer PVB AA 1/8.090 ZONE#4 BEDROOM NOA#17-1212.17 SNOiiv-1n9, 3H Qw S 1�'J.�.N�I_�7 ONV 31b'iS Required Pressure--43.3+39.7 Installing Pressure--80 +80 1vdDn33 TIV NJ IM 3lDi fldr400 O.1 103rgns D-37"x 50 518"MEETS EGRESS CASEMENT 9/ / 1d3a Ems Lawson 3200 Impact Casement Window \ J_d3a JNINOZ Frame White Glass Cir Gray Interlayer PVB AA 118 090118 AA cir 5116 ZONE#4 31da .l8 03�Ot�'ddV NOA#r/'7/a?/a,;?off w Required Pressure--43.3+39.7 /'1 --- _ ,�- - - _ of ii n s��us u, - Installing Pressure--59.0+59.0 _ '� _f Permit N©. WS-2-18-361 `gN RE Miami Shores Village Permit Type:WindoWs(Shutters N.E.2nd Avenue NW Peril ,ork Glasslfrcatiort:Window/Door Replacern Miamiiami Shores,FL 33138 0000 PermitStatus:APPROVED hF' ` Phone: (305)795-2204 toravA Expiration: 08/14/2018 Issue Data,2/15120't8 Project Address Parcel Number Applicant 515 NW 111 Street, 3021360210710 Miami Shores, FL 33168-3331 Block: Lot: CITIMORTGAGE INC Owner Information Address Phone Cell CITIMORTGAGE INC 1000 TECHNOLOGY Drive (202)772-4076 OFALLON MO 63304- 14700 CITICORP DR HAGERSTORM MD 21742- Contractor(s) Phone Cell Phone Valuation: $ 2,300.00 d AEINC,CORP (954)605-8715 Total Sq Feet: 0 Type of Work:REPLACE 4 BROKEN WINDOWS Available Inspections: No of Openings:4 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-2-18-66426 DBPR Fee $2.10 02/13/2018 Cash $50.00 $ 115.90 DCA Fee $2.00 Education Surcharge $0.60 02/15/2018 Credit Card $ 115.90 $0.00 Notary Fee $5.00 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $165.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI T: certify that all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction z - g`� rmor authorize the above-named contractor to do the work stated. !/1 February 15, 2018 Authorized Signature:O ner / Applicant / Contractor / Agent Date Building Department Copy February 15, 2018 1 �P,�CD � �e� �'S ,� Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,Fl Phone: (305)785.2204 Fax:(305)7568972 Inspection Number: INSP-297269 Permit Number. WS-2-18-361 Scheduled inspection Date: February 16,2018 Permlt Type•'WindowslShutters Inspector:Naranjo,Ismael inspection Type: Window Door Attachment Owner: 0 Work Classification:Window/Door Replacement Job Address:515 NW 111 Street Miami Shores,FL 33168-3331 phone Number (202)772-4076 Parcel Number 3021360210710 Project: <NONE> Y Contractor. AEINC,CORP Phone:(8$4)605.8715 Building Department Comments REPLACE 4 BROKEN WINDOWS Passed Comnwft INSPECTOR COMMENTS Fad Inspector Comments Passed FFr Failed �. � 0 Correction Needed Re-Inspection ❑ l Fee No Adifftnal kupec6ona can be acneduled unfit fe4nspecUm fee is paid February 13,2018 For inspections please call:(305)7624848 Page 24 of 40 Miami Shores Village , Building Department FED 13 2018 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011 BUILDING Master Permit No.� PERM APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ff ff CONTRACTOR DRAWINGS JOB ADDRESS: 5'1 IAA I I 1 512eE7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: .I j —d136-091 — ©7/0 Is the Building Historically Designated:Yes NO ')C Occupancy Type: Load: Construction Type: �Cl� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /�� Or) rj� NC Phone#: Address: / OOV 7ed""16 -j y m- City: �i9 i N I (U/P S y State: U Zip: 3 Tenant/Lessee Name: Phone#: Email: / p CONTRACTOR:Company Name: ,� x,�C, Ca,�P Phone#: 915U 61US D IJ5 Address: 30 [-/ P!P /}?13 /L� � City:� ��e�/� State: / (r Zip: Qualifier Name: �� 2�� LEwz Phone#: State Certification or Registration#: C(C I�� (O Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3�D , UD Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPIIA(e Pt)WA) W,Nbr)H/S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ _ Bond$ TOTAL FEE,NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... I OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 7 r' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this n6 day of 20 1 -7 .by ��day of F�CC� 20 a I by yE/ � /yl CFw�S who is personally known to > who is personally known to me or who has produced .lam L/ as me or who has produced P.L as identification and who did take an oath. identification and who did take an oath. k NOTARY PUBLIC: NOTARY PUBLIC: Sign: & 2 � Sign: Print: () -_,,4X_ft.4A L08usiJUNACarlo Print: Seal: ' ��?�_ E J,3�7494 Seal: SS"WHAIM "+,� tl�``• www. EXPIRES: J* 9. 2619 MknonNerurY.coM � � W WM.AARMoTARY.com ****************************** ** * ******************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i k C�® DATE(MWDD/YYYY) CERTIFICATE OF-LIABILITY INSURANCE 02/03/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rhonda Sankersingh Florida First Insurance CNF. Ext 954-929-6696 IC, Florida No 2515 Hollywood Blvd. ADDRESS: rsankersingh@hotmail.com Hollywood,'FL 33020 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Scottsdale Insurance Company 41297 INSURED INSURER B i AEINC,CORP INSURERC: 3130 W. Pembroke Rd. Unit#432 INSURER D: Hallandale Beach,FL 33009 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTYPE OF INSURANCE ADD) UBR POLICY EFF POLICY EXP LTR ima POLICY NUMBER MM/D MWDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE RNTED ® OCCUR PR MISE EaEoaxmence $ 100,000 AMED EXP(Any one person) $ 5,000 7-15-0717 11/12/2017 11/12/2010 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑ PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMI $ Ea accident)_ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON OWNED PROPERTY DAMAGE $ AUTOS Per accitlent } $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE IE.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? F—] N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,d scribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Florida State Licensed General Contractor-CGC1523276 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES,FL 33138 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE P ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 004802 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 7199515 ..LBT BUSINESS NAME/LOCATION "` "" 'RECEIPT NO.AEINC EXPIRES DOINGCORP RENEWAL SEPTEMBER 30, 2018 DOING BUSINESS IN DADE COUNTY � 7482047 MIAMI FL 33000 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER TYPE OF BUSINESS AEINC CORP 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED _ C/O.GERLAD M-LEWIS.PRES... .___ ,,.CGG1523276_.,., ,p- BY TAX COLLECTOR >y ..__ Worker(s) :•-;1 _..,_,� _ - Y- - - $75Oi0"OF3/l:fi/201•�'� ; . � CREDITCARD-17-054481 This Local Business Tax Receipt only confirms payment of the Local Business Taxa The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles— " ",iSec Ba-276. For more information,visit www.miamldade. u� 9 i tflt'i mortgage7 CitiMortgage, Inc. Date: 02/04/2018 Property: 515 NW 111th Street Miami Shores, FL 33168 Please be advised that Gerald M. Lewis is an authorized representative and is to act as our Owner/Agent for CitiMortgage, Inc. regarding this property. As such, any work requested by Gerald M. Lewis or permit requests are done so with CitiMortgage's full approval. If you have any questions, please do not hesitate to contact our Customer Care Department at 1-(800)-248-4638. Sincerely, a and omano Susi Jawi Carlo Director = _ EXPIM$ "M8974M N 9. 2019 WWW.AARONNO7ARy.COM t 1000 Technology Drive Saint Charles, MO 63368 F 1-(800)-248-4638 { DIVISION OF CORPORATIONS *DI'mwopf a ON tot VjflC >I tylLUe VjrFIrr1da website I DSRartment of State / Division of Corporations / Search Records / Detail y Document Number / Detail by Entity Name Foreign Profit Corporation CITIMORTGAGE, INC. Fi ing Information Document Number F05000001848 FEI/EIN Number 13-3222578 - Date Filed 03/23/2005 State NY Status ACTIVE Last Event NAME CHANGE AMENDMENT Event Date Filed 05/06/2005 Event Effective Date NONE Principal Address 1000 TECHNOLOGY DRIVE O'FALLON, MO 63368 Changed:03/29/2011 Mailing Address PO BOX 30509 TAX&REPORTING TAMPA, FL 33631 Changed: 04/08/2009 RegisteredAgent Name&Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Officer/Director Detail Name&Address Title Director, President DAVIES, CHRISTOPHER D 605 MUNN ROAD FORT MILL, SC 29715 Title Secretary i BOYHER, JEFFERY L 1000 TECHNOLOGY DRIVE O'FALLON, MO 63368 f Title Director KORMANEK, SHAWN 1000 TECHNOLOGY DRIVE O'FALLON, MO 63368 Title Director ROMANO, RAYMOND 399 PARK AVE NEW YORK, NY 10022 Title ASSISTANT T ICER SCHMIDT, JULIE 8800 HIDDEN RIVER PARKWAY TAMPA, FL 33637 Annual Reports Report Year Filed Date 2015 04/16/2015 2016 04/19/2016 2017 04/06/2017 i Document Images 04/06/2017—ANNUAL REPORT View image in PDF format 04/19/2016—ANNUAL REPORT; View image in PDF format 04/16/2015—ANNUAL REPORT; View image in PDF format 04/16/2014—ANNUAL REPORT! View image in PDF format 04/08/2013—ANNUAL REPORT'r View image in PDF format 03/23/2012--ANNUAL REPORT i View image in PDF format 03/29/2011—ANNUAL REPORT' View image in PDF format 04/07/2010—ANNUAL REPORT, View image in PDF format 04/08/2009--ANNUAL REPORT View image in PDF format 04/23/2008—ANNUAL REPORT] View image in PDF format 04/26/2007--ANNUAL REPORT View image in PDF format 06/09/2006—ANNUAL REPORT View image in PDF format 05/06/2005--Name Changg View image in PDF format 03/23/2005--Foreign Prof View image in PDF format ,� Florida Department of State,Division of Corporations Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF al-A" 'T PROPERTY APPR AISER s Summary Report Generated On:2/13/2018 Property Information ARA Folio: 11-2136-021-0710 515 NW 111 ST f Property Address: Miami Shores,FL 33168-3331 c - Owner CITIMORTGAGE INC �+ 1000 TECHNOLOGY DR Mailing Address SAINT CHARLES, MO 63304 USA 3 Y�v PA Primary Zone 0100 SINGLE FAMILY-GENERAL "='4; i► . l b Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT ] ,� .• M .a -�, " Beds/Baths/Half 2/2/0 Floors Living Units 1 �' Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,364 Sq.Ft Taxable Value Information Lot Size 7,830 Sq.Ft 2017 2016 2015 Year Built 1949 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value $222,891 $162,870 $148,064 Land Value $168,509 $141,215 $141,215 School Board Building Value $85,114 $85,114 $85,114 Exemption Value $0 $0 $0 XF Value $688 $688 $550 Taxable Value $254,311 $227,017 $226,879 .......... .... . Market Value $254,311 $227,017 $226,879 City Assessed Value $222,891 $162,870 $148,064 Exemption Value $0 $0 $0 Taxable Value $222,8911 $162,870 $148,064 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value t $0 $0 $0 Non-Homestead Assessment Taxable Value $222,891 $162,870 $148,064 Cap Reduction $31,420 $64,147 $78,815 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City, Regional). Previous OR Book- Sale Price Page Qualification Description Short Legal Description Financial inst or"In Lieu of 12/02/2013 $72,100 28938-4751 WEST SHORES PB 42-18 Forclosure"stated LOT 12 BLK 4 03/03/2009 $275,000 26812-4913 Qua]by exam of deed LOT SIZE 58.000 X 1351. OR 15653-0159 0992 1 09/01/1992 1 $67,000 15653-0159 1 Sales which are qualified FAU 30-2136-021-0710 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/13/2018 Aeinc,Corp 3130 W. Pembroke Rd. Unit#432 Hallandale Beach,FL 33009 Date:02/06/2018 State of Florida County of Miami-Dade Before me this day.personally appeared Gerald M. Lewis who, being duly sworn,deposes and says: That he or she will be the only person working on the project located at: 515 NW 111th Street Miami Shores, FL Sworn to(or affirmed) and subscribed before me this 06 day of Feb. 2018, by Geral M. Lewis Personally known OR Produced Identification Type of Identification Produced C14ALO Print,Type or Stamp Name of Notary Susi Janneili Carlo s jf= COAMr UION IM97484 �t EXPIRES: J* 9, 2919 WWW-AARONNOTARY.COM naanua r A ORE Miami shores Village sell Building Department �'1'!<7yTed'e 10050 N.E.2nd Avenue ORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in~the construction industry who employs one or,.more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. f No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time`employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation ins nce coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELO OU ACKNOWL E THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. t Signature: Owner State of Florida County of Miami-Dade { The foregoing was acknowledge before me this day of 20 i . By &e;eos-a t;4. Lev, �_who is ppersonally known to me or has produced fv f� \�11N11rllllll/// t' as ideq,6 M..'..•� �i1// f �� Notary: e cac oe Myo 99 .tel u'= SEAL: =9+:� 2 g o o`. c_ yam, ;%,:R\ •0: Sia a�''• '��: i S�ORF.S Miami Shores Village Nc Building Department •••• H ••�••� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 OR11� Fax: (305)756.8972 InsFection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the;permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name .1 4 1