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Home My WebLink AboutBack-Up DocumentsITEM 11 HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD STAFF REPORT NAME Palm Grove Historic District ADDRESS 428 NE 73 Street PROJECT DESCRIPTION Application of a Special Certificate of Appropriateness for alterations to a contributing single-family home ANALYSIS This one-story contributing building within the Palm Grove Historic District was built in 1951 and represents a typical example of the American International architectural style, with a flat roof and horizontal banding between the windows. The proposed exterior changes include replacing the roof structure and raising the roof height, replacing all awning windows with impact casement windows, replacing ail doors with impact doors, enclosing a covered porch at the rear of the house to become an expanded kitchen and bedroom, and building an open-air, covered porch at the rear of the property with a rooftop terrace. The Secretary of the Interior's Standards provide the following guidance: Standard 2: The historic character of a property shall be retained and preserved. The removal of historic materials or alterations of features and spaces that characterize a property shall be avoided. Standard 9: New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity and its environment. City of Miami Design Guidelines for Historic Sites and Districts provides the following guidance: When replacing a roof, the new roof should maintain its original shape and visual appearance and use the same roofing material that was originally used. Roof color, style, and material should match architectural style. When replacing windows, the new windows should maintain the original location, size, character and type of the originals. Typically, the style and age of the house should determine the types of windows that were used, ranging from casement, double or single hung windows with single or multiple panes, awning, and jalcusie types. When it is necessary to alter or expand an existing historic building, modifications shall minimize the visual impact of the new construction. The proposed alterations to the home meet the Secretary of the Interior's Standards for Rehabilitation and the City of Miami Design Guidelines for Historic Sites and Districts. The proposed reconstruction of the roof to be taller with a slight slope is in keeping with the character of the American International style of architecture, and fits the proportions and design of the home. The proposed casement windows with the horizontal applied April 8, 2013 Page 1 of 2 ITEM. 11 muntins on the front fagade reflect the design of the 1950s awning windows on the home. f=inally, the proposed enclosure of the rear porch and the construction of a new porch and rooftop terrace at the rear of the property will not be visible from the street therefore does not change the appearance of the home from the neighborhood. RECOMMENDATION The Preservation Office recommends Approval with Conditions of the application for a Special Certificate of Appropriateness for alterations and an addition to a contributing single-family home because the proposed alterations and addition meet the Secretary of the Interior's Standards for Rehabilitation and the City of Miami's Design Guidelines for Historic Sites and Districts. The conditions are as follows: 1. All glass shall be clear. 2. All future modifications to the property, including fencing, driveways, and other site work shall be subject to approval by the Preservation Office through the Certificate of Appropriateness process. 3. The applicant shall plant a shade tree between the sidewalk and the street. April 8, 2013 Page 2 of 2 licrosoft Word - Certificate of Appropriateness Template—min - Cert... http://www.historicpreservationmiami.comlpdfs/Certificate—of Appr... PLANK NG DEPARTMEN r 13 MAR -8 pMp.daT V °°z-la=':x },�� PLANNING DEPARTMENT PRESERVATION SECTION STANDARD CERTIFICATE OF APPROPRIATENESS (COA) MINOR ALTIEiRATIWNS -of- 2 t3 Oki E '1 3 ri'� S-1- PAL -AA HISTORIC RESOURCE ADDRESS/NAME HISTORIC DISTRICT/RESOURCE (, v 12- =1_ OWNER'S NAME OWNER'S DAYTIME PHONE NUMBER 4-2 S 0c _ _7 3--1 5-T- fro Io �-S� y��oQ,cAx, OWNER'S ADDRESS, CITY, STATE, ZIP CODE OWNER'S E-MAIL APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) APPLICANT'S DAYTIME PHONE NUMBER APPLICANT'S ADDRESS, CITY, STATE, ZIP CODE APPLICANT'S E-MAIL_ BELOW PROVIDE A DETAILED DESCRIPTION OF PROJECT. ATTACH PLANS, SKETCHES AND/DR ILLUSTRATIONS ON ADDITIONAL PAGES TO DESCRIBE A5 NECESSARY: f4 V�. e V a, cn1 V • 0 1)ok e, -p vl L' �v a-4 I -h e-- , -1 e r- I" c, `<� NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE Cl OTHER MATERIALS SUBMITTED ATTESTATION; I CERTIFY THAT ALL INFORMATION PROVIDED IN THIS APPLICATION AND ATTACHMENTS IS CORRECT. � f 3 / Fr //-3 SIGNATURE OF PROPERTY OWNER DATE SIGNATURE OF APPLICANT (II 0-1.1•IER TITAN PROPERTY OWNER) DATE_ FGR STArF AIPLlCAiI`t(yi� r � 4��,<' DA1 r([:i 1f11 ��°c �� fAF�IIVITlA AM iisl kyA1y�� .cif 4.�1°+�MS r'I� [Yi rI� jaw A5 i_i 1I�f��'A �ST3 1 �[-1''ir JhI DITiur 01 2 1/9/'013 1 1-17 Ahs BROCK RESIDENCE HIEPB APPL l CA T14N 428 NE 73 ST, MIAMI, FL SCOPE OF WORK 1. REPLACEMENT OF EXISTING DAMAGED WOOD ROOF STRUCTURE WITH NEW WOOD TRUSS ROOF STRUCTURE 2. LEVEL 2 ALTERATIONS OF EXISTING SINGLE FAMILY DWELLING 3. COVERED PORCH ADDITION TO EXISTING SINGLE FAMILY DWELLING 4. ROOFTOP TERRACE DIRECTORY DRAWING LIST T TITLE SHEET OWNER CURTIS BROCK EX -1 EXISTING SITE PLAN 428 NE 73 ST EX -2 EXISTING FLOOR PLAN MIAMI= FL EX -3 EXISTING ROOF PI AN ARCHITECT EX -4 EXISTING ELEVATIONS ARM ARCHITECT 5900 SW 41 ST A-1 PROPOSED SITE PLAN MIAMI, FL A..2 PROPOSED FLOOR PLAN -51 PHONE: 786-512-2577 A-3 PROPOSED ROOF PLAN FAX: 305%1-2656 A-4 PROPOSED ELEVATIONS WEHSITE:WWW.ARM-ARCHITECT,COM A-6PROPOSEDELEVATIONS CONTACT: AMILCAR R. MELENDEZ, R.A., PRESIDENT E-MAIL: AMILCARMQARM-ARCHrfECT.COM CONTEXT CONTEXT MAP PHOT01 PHOTOGRAPHS PHOT02 PHOTOGRAPHS PHOT03 PHOTOGRAPHS PHOT04 PHOTOGRAPHS PHOT05 PHOTOGRAPHM SURVEY WINDOW BROCHURE AND NOA DOOR BROCHURE AND NOA =LENDEZ FOLDING WALL BROCHURE AND NDA _ORIDA REGISTRATION AR93063 �u uuu archItect,P.A. 5900 SW 41 ST, Miami, FL 33155 TEL: +1 796 512 2677 FAX,: -1786 347 7692 I N FOLIAR M-ARCHITECT.COM BROCK RESIDENCE name. 428 NE 73 ST MIAMI, FL 33138 address. TITLE SHEET drawing title drawn by. ARM T project no. 13018 data. 03108143 drawing no. 0 2013 ARM ARCHITECT, P.A, N N ' 0 FRONT YARD SETBACK II — COVERED PORCH 1 7-61 — 5------- II I I I lk� I I I I � I j I 1 J EXISTING SINGLE I II FAMILY DWELLING I I I 1117 SF - NG I r II I I i II II I I I 1 II I I I 1 II I I I II I EXISTING COVERED 2GRCH SF i ! 1 1 AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 arehitec{;P.A i 5900 SW 41 ST, Miami, FL 33155 FEL.: +1 786 612 2577 FAX.; +1 786 347 7692 LOT AREA = 7273 SF LOT WIDTH = 50 FT LOT COVERAGE = 1373 SF 118,88% 1 1 I 1 I — — — 20 FT REAR YARD SETBACI4 1 ^— --a I I BROCK RESIDENCE project name. 428 NE 73 ST MIAMI, FL 33138 address. J EXISTING SITE PLAN drawing title. drawn by. ARM project no. 13018 EX-� dale. 03108113 drawing no. 0 2013 ARM ARCHITECT, P.A, ' t1 — ' J I I I I I I � I _Try _ _, _ 22 ' FRONT YARD SETBACK 1 I I _ I II COVERED PORCH I t I — 7255 r — — — — — — — — — �,-, I I II I I I Ed I I I I I I I IEXISTING I I 1 SINGLE Ipl FAMILY DWE=LLING II 1117SF-M LOT AREA = 7273 SF LOT WIDTH= SOFT 1 II I I t II I II i 1 I I t I I II of I I I 1 I I N I I EXISTING COVERED I I I I > PORCH I I "'I 23�SF) II I ' t1 — ' J I I I I � I I 1 I I I I 1 I � I I II I I Ed I Ipl LOT AREA = 7273 SF LOT WIDTH= SOFT I LOT COVERAGE = 1373 SF 118.88% i ¢I r of I t CD I > I "'I 1 I �f 1 I I I z I a 1LU sada I 1 F- F �• I1 J AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 ----`-------- BROCK RESIDENCE EXISTING projeaname- SITE PLAN 428 NE 73 ST drawing title. IE MIAMI, FL 33138 drawn by. ARM project no. 13018 EX -1 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 51,2 2577 FAX.: +1 786 347 7692 dale. 03108/13 drawing 110. INFO@ARM-ARGHITECT.COM project address. 0 2013 ARM ARCHITECT, PA. ------------------------------- 1 1 I` i EXISTING BEDROOM 1 I I i I I I I � I 1 L----------- ----------- ----- OVERHANG OF ROOF I ABOVE,TYP. I PROPERTY LINE, TYP, AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 f f EXISTING FLOOR PLAN t mietir� 1 NOTE: EXISTNIG PLAN IS APPROXIMATE. PROPERTY HAS BEEN I ABANDONED FOR SOMETIME AND SOME WALLS ARE NOT FULLY EXISTING DUE TO VANDALISM AND A FAILED CONSTRUCTION PROJECT. THERE LS NO INSTALLED /FUNCTIONING PLUMBING, MECHANICAL OR ELECTRICAL EQUIPMENT. 1 BROCK RESIDENCE J L ' Rrolea name. 428 NE 73 ST architect , P.A, MIAMI, FL 33138 5960 SW 41 ST, Mlaml, FL 33155 TEL.: +1 786 512 2577 FAX.: - 786 3477692 INFO@ARM-ARCHITECT.COM I orated address. FLOOR PLAN drawing ft. drawn 6y. ARM EX -2 prcjeol no. 130118 dare. 03/08113 drawing no. 0 2013 ARM ARCHITECT, PA, I I { I EXISTING LIVING ROOM I EXISTING II I 1 1 I I I II I r EXISTING -IF EXISTING I I L CLOSET J CLOSET I II II --==I _-, L I I I I II I I I I EXISTING DINING I I i EXISTING BEDROOM 2 � I I EXISTING KITCHEN I II -------_—Ji — — EXISTING II BATH II I I II Ii � I II III I l I I EXISTING DEN i I EXISTING COVERED PORCH f I it I i � I 1 L----------- ----------- ----- OVERHANG OF ROOF I ABOVE,TYP. I PROPERTY LINE, TYP, AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 f f EXISTING FLOOR PLAN t mietir� 1 NOTE: EXISTNIG PLAN IS APPROXIMATE. PROPERTY HAS BEEN I ABANDONED FOR SOMETIME AND SOME WALLS ARE NOT FULLY EXISTING DUE TO VANDALISM AND A FAILED CONSTRUCTION PROJECT. THERE LS NO INSTALLED /FUNCTIONING PLUMBING, MECHANICAL OR ELECTRICAL EQUIPMENT. 1 BROCK RESIDENCE J L ' Rrolea name. 428 NE 73 ST architect , P.A, MIAMI, FL 33138 5960 SW 41 ST, Mlaml, FL 33155 TEL.: +1 786 512 2577 FAX.: - 786 3477692 INFO@ARM-ARCHITECT.COM I orated address. FLOOR PLAN drawing ft. drawn 6y. ARM EX -2 prcjeol no. 130118 dare. 03/08113 drawing no. 0 2013 ARM ARCHITECT, PA, 1 1 N I ONTYARDSETBACK — I I I —COVERED PORCH r— — iCStT-----J-".� II I I, i 9I I I { � I I I I JI III I I I I III I 1 I I I EXISTING SINGLE FAMILY DWELLING I II 1 1 I J 1349 SF -A1C II i III (INCLUDING I II III ENCLOSURE OF II 1 IIi COVERED PORCH) I III II i , I III I t II i IIi COVERED PORCH tet",.. III I III --1 I IIi _ i jf I IJPROPOSED II II I VRCOEPATIO I j I 571 SF I ; LI---------------- SPIRAL STAIR (30 SFj I I I I 1 I i I j 1 � LOT AREA = 7273 SF 1 iN LOT WIDTH = 50 FT vel LOT COVERAGE - 19M SF 127.28% of 1 i31 RI .I I a I ;I 1 1 I� I I I —I— - _ _ _ 2D FI RF,—AR, JARS SETBACK — — 1 I I AMILGAR R. MELENDEZ FLORIDA REGISTRATION AR93063 '—-----------. BROCK RESIDENCE name. f II I , I i I I 1 I , I I I I II I I1 1 1 1 i J DrJ IZ H PROPOSED SITE PLAN f �/� L--' '--J � 428 NE 73 ST drawinguue. '' a r c h i t e c t. P.A. MIAMI, FL 33138 drawn by, ARM 5000 SW 41 ST, Miami, FL 33155 project no. 13018 A-1 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 date. MUM drawing no. INFOGARM-ARCHITECT.COM project addros& =11111111 0 2013 ARM ARCHITECT. P.A. ------------------------------------- COVERED PATIO F1IJ L-1 ..^---`""------------- -- % \ SPIRAL. STAIR TO ROOFTOP TERRACE +/CPROPOSED FLOOR PLAN R. MELENDEZ �;�n•�• REGISTRATION AR93063 � arch itect,P.A. 5900 SW 41 ST, Miami, FL 33155 TEL.: +I 788 512 2577 FAX.: +1 786 347 7692 I N FO@AR MARC H tT ECT.0 OM BROCK RESIDENCE name. 428 NE 73 ST MIAMI, FL 33138 a em. PROPOSED FLOOR PLAN drawing We. drawn by. ARM A-2 project no. 13918 date. 03108113 drawing no. �s 2013 AREA ARCHITECT, P A, UNE OF WALL BELOW, TYP. -------------------------------------------- �L --------------- - I - I I 1 I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I II r --- I I I I I I I I I I 1 Iv j PROPOSED PRE FABRICATED WOOD TRUSS ROOF STRUCTURE I I 1 I I I Y I I I 1 II II I I I I 1 I t I I I V I I I I I l PROPOSED ROOFTOP TERRACE c —7 PROPOSED SPIRAL STAIR DOWN TO PROPOSED ROOF 'PLAN AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93463 IJ yrs-rtr BROCK RESIDENCE PROPOSED nn project name. ROOF PLAN arch itect,P.A. 5900 SW 41 ST, Miami, FL 33155 TEL.: *1 786 512 2577 FAX.: +1 786 347 7692 I NFO@AR M -ARC Hf -ECT, COM 428 NE 73 ST MIAMI, FL 33138 project address. drawing Rile. drawn by. ARM A- projeU no. 13018 M2. 03/08/13 drawing no. tD 2013 ARM ARCHITECT, P.A, IL a 3 a LL I I I m (Q FrW� �+ W�? w �ws ,awl OLo LL ti] a it a i 00 , 3r �E az zo00. jfw.7 ¢a U N, QW I I L m3 las l0 ra �� a'W I ma z i� alai ioa,_. d0) � I I I 1 I I Z LU I O 1 I I i Y I I I ElW I F 1 1 F [ d p 1 1 � 0 W I / \. I I Z SY 1 1 a I1 F Z O I r f l W i '2 Cc,# W 1 I I 1 I! I II l l , � •/ I I V I f I I i I I I 1 I I I � I I I �y \ sJ a 4�Ow0 JU 1= a"a AMILCAR R. a z a Wm ca a a MELENDEZ FLORIDA m Lu 2 REGISTRATION r f I 1 I a s AR93063 N + 1 o d � rn 00- BROCK RESIDENCE ELEVATIONS project name. 428 NE 73 ST drawing tills. arch ,tact, P.A. MIAMI, FL 33138 drawn by. ARM A-4 project n13018no. 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX: +1 786 347 7692 dale. 03/08/13 1 drawing no. INFO@ARM-ARCHITECT.COM prajecl address. 0 2013 ARM ARCHITECT. PA eT 5 �� 15 i 1< 7 17 111111y L w t ti` 4is+alp 9T h + � r, �f I .�-� int �+•_�I ��e �: CONTEXT MAP (SEE PHOTOS) INDICATES PHOTO NUMBER, SEE PHOTO SHEETS AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 BROCK RESIDENCE CONTEXT MAP project name. 42$ NE 73 ST drawingglle. architect , P.A. MIAMI, FL 33138 drawn by. NIA _ project no. 78018 CONTEXT 5900 SW 41 5T, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 766 347 7692 dale. 03:08113 drawing no. INFO@ARM-ARCHITECT.COM project address. 0 2013 ARM ARCHITECT, P.A. l 1 • O 2 K' O 4 crF 4 U, a 7 T 0 04 ca 0 4 .. aC) N Z rn � s sn w ujUj ziT+ 00 0 LU a aU) l yyw�: s f- y Q µ'i yy 2 tL f - a w r ., r 132 u ¢i w w l'J .. Jill L5 J N lark 0 wZ w F; r � N � Q� W I'm to w r I� t AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 BROCK RESIDENCE PHOTOGRAPHS prvjett name. 428 NE 73 ST drawing aue. arch i t e c t , P.A. MIAMI, FL 33138 drawn by. WA project no. 13018 PHOTO 1 5900 SW 41 ST, Merril, FL 33155 TEL.: +1 786 512 2577 FAX.: +1786 347 7692 date. 03/08113 drawing no. INFO@ARM-ARCHITECT.COM project address. ®2013 ARM ARCHITECT, PA I'. t I W 0 r a o � �� 1.•� W W ,. . 11 I - Itl m ?0- �N a •O M W _ 0 W Co I— CL i0 J Q Q w • 3i I r i O ?� Z . 4 O F O H 14 i AMILCAR R. MELENDEZ ELORIDA R[GISTRATION AR93063 BROCK RESIDENCE PHOTOGRAPHS PIE WQIeG name428NE 73 ST drawing title. arc I1 i t e c t , P.A MIAMI, FL 33138 drawn ov. 111Aproject no. 13018 PHOT0 2 5900 SW 41 ST, Mlami, FL 33155 TF1.: +1 786 51Z 2577 FAX.: ri 786 347 7692 date. 03/08113 drawing no. INFO@ARM•ARCHrftCT.COM project address. 0 2013 ARM ARCHITECT, PA. F a w Q. 0 oc ra N �w W2 z m au .O o rf1� Oa D [u =O aq W Ix 0 U AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 BROCK RESIDENCE PHOTOGRAPHS ijc JLL protect nartre. 428 NE 73 ST drawing alta. OY arch i t e c t , P.A. MIAMI, FL 33138 drawn by, NFA project no. 1301E PHOTO 3 5900 SW 91ST, Miami, FL 33155 TEL.: +1786 512 2577 FAX.: +1786 347 7692 dale. 031T}BH3 drawing no. INFO�iM.-ARCHITECT.GOM project address. 0 2013 ARM ARCl11TCCT. PA I• it F a w Q. 0 oc ra N �w W2 z m au .O o rf1� Oa D [u =O aq W Ix 0 U AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 BROCK RESIDENCE PHOTOGRAPHS ijc JLL protect nartre. 428 NE 73 ST drawing alta. OY arch i t e c t , P.A. MIAMI, FL 33138 drawn by, NFA project no. 1301E PHOTO 3 5900 SW 91ST, Miami, FL 33155 TEL.: +1786 512 2577 FAX.: +1786 347 7692 dale. 031T}BH3 drawing no. INFO�iM.-ARCHITECT.GOM project address. 0 2013 ARM ARCl11TCCT. PA z N AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 BROCK RESIDENCE PHOTOGRAPHS project name, fA fAM 0 w 0 En t - Ir 0 Lo W w ww z 0 �4 N K va F U 0w 0- U) U) O F - w w r O J w Z K O O LJ L—J L ---J 428 NE 73 5T drawing uee. J arch 1 t e c t, P.A. MIAMI, FL 33138 drawn 93018 by. N/A PHOTO 5 dno.. 5800 SW 41 5T, Mlamt, FL 33155 proje TEL.: • 1 786 512 2577 FAX.: +1786 347 7692 date. 031M13 drawing no. INFOOARM-ARCHITECT.CQM project address. 0 2013 ARM ARCHITECT, PA, We need to take Proudly Serving every opportunity the Florida Real ^ ; possible to thank our y _ amazing clients Estate Community ; fortheirsupportWAW ... for Over 20 Years „ Thank You l" W W VW.MELANDSER V ICES.COM o� 30'ASP14ALTPAVEMENT ^, a&i.�L;, N.E. 73rd STREET Vele. - 8 0A)K— , N Edg of Pavenlgnt % T.- io H&W.0 vu.. = 2..- 3/"" i }Cc -' ; .'. No 10 0 50' �e7 P PDINCx&t&& 3.40' PARKWAY No In Block Corner • , " •" 5'con�c_ wArK "sa.orr(>7)(ht) 100.00'(P)(M) F.1 .ID2•' ti a O&K 6s Ficuy . via.=2:30 Q� ti NC.T.=25' lWT.n12o• By F.I.P.1 2 Ir H d P a F.LP.1 2" Nn Address: 428 N.E. 73 STREET td !N VI N VM -14 9 N�L"'o.reo �t 31.90' . 6' 3.50' 0 2.65' ONE STORY b RESIDENCE 28 N F.F"rc,=i1.oCo 00 e.as T 1 � 17.00' n +SLA OQ � M t H&W.0 vu.. = 2..- 3/"" i }Cc -' ; .'. No 10 0 50' �e7 P PDINCx&t&& oil- 7-4 O&K 6s Ficuy . via.=2:30 Q� ISS NC.T.=25' lWT.n12o• By F.I.P.1 2 Ir H d a F.LP.1 2" Nn Address: 428 N.E. 73 STREET NOTES: NO NOTES MIAMI, FL 33138 NORTH sclir E, Irm EPRESFNTAIIf N- A SURV n,RFPARERI MY RRECINTN THIR COMPI IFS WRIT T11F MINIMUM ECHNICAL F1ANnr.Nni e's; F�, T,, nwrz "11:11 aLORIOA ROANn � PR0115IDVAL LAND MIGUEL ESPINOSA LAND SURVEYING, INC. URVEYORS IN CWWiCR IT -0 `14/�11fQr MMINI. ATWE CODE PURSUANT TO 412.207]. FLORIDA STATUTES 10665 SW 190TH Street rj� Suite 3110 SIGNED FOR THE FIRM MIAMI, FL 33157 MIGUEL S" a+I:IL a PHONE:(305) 740-3319 'I P.S.M. No, 5101 FAX #:(305) 669-3190 TVALS1T&Ti5d9F1F4 Ad .�p7� ATIIRr ANn AUTIIENTW..ATFOF.LEC.TRONKSEAL ANIVOR HIS MAP 45 NUI VAUOWT nf{y l.i I,iT'" n THE ORIQINAL RNSEN SEAL OF A LICFNSEDFURVEVOR LB # 6463 HOMAPPLR -.� Sunrey:A-22498 Client File #: 09-0012 S-/013.15 Page 1 of 2 Not valid without all pages. Surveyor's Legend PROPERTY LINE STRUCTURE FNP FOUND !FON PIPE / OR BEARING REFERENCE T113- TruErMINE rAC(nus CONE- BLUCF WAU PIN AS MI ON PUT A CENIRAL ANGLE OR DELIA U.P. IInLITr POKE --K--K--- CHI rENCE OR WIRE rr EECE LBI UCCHSE. P - BUSINESS R RADIUS 09 RADIAL C.V.B. ELECTRIC UTILITY BOK --//—//— WOOD FENCE LSP LICENSE A - SURVIVOR RAD. RADIAL HE SEP, SEPTIC TANK —�•�•— FROM FENCE CALE CALCULATED POINT N.A. NON RAQIAL p. r. DRAINFIFLO ---- EASEKCNI SEI SET PW TyP. TTPMRL A/C AIR CONDITIONER — - — CENTER LINE A CONTROL POINT I.R. IRON ROD S/W SIDEWALK WOOD OLCK CONCRETE IKNNMI IF IRON PIPE DWY DRIVEWAY BLNCHUARB NAD NAIL A DISK SCR. SCREEN OCOMCDCI[ 44Tv CLEVATKTH PK NAR 0,1R.ER_ tom NAIL GAR GARAS€ I.I. MINT OF TANGENCT A$PIULr 0.11. GRILL HDI[ [NCL- ENCLOSURE P_C. POINT OF CURVATURE WELL M.13. NOT EO SCALE @RICK / NILE P.R.M. PERMANENT REFERENCE MCPVJMEH; r1RE HTDFAHI r.T. FINH15NL0 FLOOR wxTEa P.C.C. MINI OF CDNPDUMD CURVATURE Y.H. MANHOL( T.0.8. TOP or BANK P.R.C. POINT Or BEyras: Cu RyATuAE O.H.L OYCR11f AD TINES E.O.W. EDGE Or WATER APPROXIMATE EOG OF WATER P.O.B. POINT OF BEGINNING rM TRANSFORMER E,OA CODE Or PAVEMENT P.O.C. POfNI Df COYYENCCYENT GDVERta AREA CATV CABLE TY RISER C.V.0 CONCRETE VALLEY GUTTER P.C.P. PERMANENT CONFROL PCINN A.M. WATER NITER B:S.L BUILpiNC 5[TOACR UH[ 19 TREE Y FIELo MEASURED R/E POOL EOl11PYFxT 5.1,4. SURVEY TN LINT0 MWEII POLE P PAATTED MEASUREMENT CDMC. CONCRETE SLAB CENTER LINE 11111 CATCH BASIN D PIED ESYF rASEMCNI a/,RIGXI-ref'-WAT C.Y.C. COUNTY UTIUTY EASEMENT C CALCULATED D.E. DRAINAGE CASEMENT 1.0 .r. PUBLIC UUlM EASEMENT LEJE.E, INGRESS / EGRESS EASEMENT L.Y.E. TAKE OR LANDSCAPE MIUNT. CSMT. LAE LANDSCAPE BUFFER tAsrYENTC.M.E. CANAL MAINTENANCE EASEMENT U.E. UTILITY EASEMENT R.O.E. ROOT OVERHANG EASEMENT LA,E, 1IM17ED ACCESS EASEYEHq A.E. ANCHOR EmCYENT Property Address: Ggneral Notes; 1. This Legal Description used to perform this survey was supplied by others. 428 N.E. 73 STREET This survey does not determine or is not to imply ownership. 2. This survey only shows above ground improvements. Underground MIAMI, FL 33138ulitilies, footings, or encroachments are not located an this survey map. 3. 1t There is aseptic tank, well, or drain field on this survey, the location of such items was shown to us by others and the information was not verified. Flood Information; 4. Examination of the abstract of title will have to be made to determine recorded instruments, if any. effect this property. The lands shown herein were Community Number MIAMI/ 120650 not abstracled for easement or other recorded encumbrances not shown on Panel Number: 0308 the pier. 5. 1Naii ties are done to the face of the wall, Suffix: L 6. Fence ownership is not determined. Date of Firm Index: 9/11!2009 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. Flood Zone: X 9. No Identification found on property corners unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. Base Flood Elevation: N/A 11. Boundary survey means a drawing and/or graphic representation of the Dale o1 Field Work: 511 '112011 survey work performed in the field, could be drawn at a shown scale andfor not to scale. Date of Completion: 5/1212011 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. Elf xvf- 561WOEN ' -SIG-1 12Dt3 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom it is certified. The codifications do not extend to any unnamed parties. Legal Description: LOT 6, BLOCK 18, OF SUBDIVISION AMENDED PLAT OF FEDERAL WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 25, PAGE 6, OF THE PUBLIC RECORDS OF MIAMI-DAOE COUNTY, FLORIDA erll ie To: CU,QT 15'j BlL[]E.#E.� Aup J£S51CL` SRb\►1 PRINTING INSTRUCTIONS: . While viewing the survey in any Acrobat Reader, select the File Drop-down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected °None." ' • AFFILIATE Do not check the"AutoRotate and Center" button. Check the "Choose Paper size by PDF"checkbox. MEMBERS F�r�l Click OK to Print. • M.E. LAND SURVEYING, INC. 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 "WIN" V IP VVM.MELANDSERVICES.COM Survey -A-22498 Client T=ile # 09-0012 5—/Q'" 5 Page 2 of 2 Not valid without all pages. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY A'aliunal P lood LrsuninceProgram Important: Read the instructions on pages 1-9. Al. Building Owner's Name CURTIS BROCK AND OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I A2. BuildiN Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Company MAIC Number: 428 NE 73 STREET I City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6 BLOCK 18 FEDERAL WAY AMENDED P.B. 25 PG. 6 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL. A5. Latitude/Longitude: Lat. Z5°50'31 "N Long. 80'l V15"W Horizontal Datum: ❑ NAD 1927 (A NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N16 sq ft a) Square footage of attached garage WA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade NIA within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in AB.b NIA sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes 0 No SECTION B — FLOOD INSURANCE RATE. MAP (FIRM) INFORMATION _T B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI 120650 MIAMI-DADE FLORIDA mm B4. MaplPanel Number B5. Suffix B6. FIRM Index Date 137. FIRM Panel B8. Flood - B9. Base Flood Elevation(s) (Zone 12086C / 0308 L 9-11-2009 Effective/Revised []ate Zone(s) AO, use base flood depth) 9-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: j8 NOVO 1929 ❑ NAVD 1988 ❑ Other/Source: 512. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Dale: NIA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AF, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, ARIAl-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter motors. Benchmark Utilized: H-243 Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. M NOVO 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.06 0 feet ❑ meters b) Top of the next higher floor NIA. ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) IN/A. ❑ feet ❑ meters d) Attached garage (top of slab) NIA. I] feel ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.18 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.9-3 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.20 ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support NIA. ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a �} ❑ Check here if attachments. licensed land surveyor? ❑ Yes ❑ No Certifier's Nam fAGLIEL ESP] SA License Number 5101 _ ♦ I \\ Title P.S.M. f f Company Name MIGUEL ESPiNOSA LAND SURVEYING, INC � Address 1 ki �W 190 S . TE 3,111 City CUTLER BAY State FL ZIP Code 33157 R Signal Date 3-07-2013 Telephone 305-262-2992 FEMA Form 086- 33 (7112) See reverse side for continuation. Replaces all previous editions. 0 ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces„ copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 428 NE 73q" STREET City MIAMI State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW 3-07-2013 REAR VIEW 3-07-2013 FEMA Form 086-0-33 (7112) Replaces all previous editions. • Projected %vincb s are available • Modular design, featuring self-contained operating and fixed sections, allows multiple t%indow configurations. including X,, XX. 0 and XOX • Contoured sash is inset «ithin the main frame for less exposure to elements • M'ashahle hinges, heavy-duty egress or egress washahle hinges available • Aluminum snap -on cover hides fixed %%inciow installation fasteners • Truth` Maxim Series operators and multi -point locking system inguard.c oin CASEMENT - SERIES CA740 WAS1IMILE HI\( E U\ITS LPrre 4 EGREss WASHABLE Hv GE UPGRADE Slide to wash Op Note: Hinge release key required MIAAMId�ADE MIAMI--DADF COUNTY, FLORIDA + PRODUCTCONTROL SECTION DEPARTMENT Or, PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Strcct, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION '1'(786)315--2590 1--(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w.v.y.�r�inn,iclndc.eov/acral PGI' Industries 1070 Technology Drive Nokomis, Fl 34275 SCOPE: This NOA is being issued under• the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-IJ), 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—Dadc County) reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami--Dadc County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DFSCRIPTION: Series "CA-740" Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluuninurn Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10124/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Fxpiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: ljach unit shall bear a permanent label with the manufacturer's name or logo, city, state, rnodcl/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISF.MFNT: 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. 084117.11 and consists of this page 1, evidence pages E and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1110.15 �cd\ Expiration nate: May 22, 2013 2E�i` 9, 3012 Approval Date: February 0 '� Page 1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05-1129.11 and 03-0611.02) 2. Drawing No. 7045--8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and scaled by Anthony Lynn Miller, P. E. 13. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203---94 G) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 2. along with marked --up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Tek Reports No.'s FTL-4607 and FTL--4608, dated 05110/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 05-1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBG, TAS 202-94 2) Uniform Static Air Pressure `fest, Loading per FISC, TAS 202. 94 3) Water Resistance Test, per FBC, TAS 202•-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203---94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked --up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration 'besting Laboratory, Inc., Test Reports No.'s F-11,3729, FTL---3587, FTL-3582 and FTL-3580, dated 02/28/03 and 10/03/02, all signed and sealed by .Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0611.0.2) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by rnanufacttu�e, signed and scaled by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08-0117.11) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) qIdc Jaime D. Gasc©n P. F. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 r--1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Butacite® PVR Interlayer" dated 09/08111, expiring on 12111/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Sallex - Clear or colored Interlayer" dated 04121/11, expiring on 04121/16, F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC--2007 (with the 2009 supplement) and FBC-2010, dated 10/29111, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of cis his Owra, the Work of another Engineer per Section 61G15-27.001 of the 1f.B.P.E., dated 10/07/I1 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01111108, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08--0117:11) 5. Laboratory compliance letters for Test Reports No.'s FTL-4607 and FTL--4608'issued by Fenestration Testing Laboratory, Inc., dated 05110/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL-3587, KPL-3582 and FTL-3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0611.02) G. OTHERS 1. Notice of Acceptance No. 08-0117.11, issued to PGT Industries for their Series "CA --740 Aluminum Casement Window - L.M.I." approved on 05/15/08 and expiring on 05/22/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date. February 09, 2012 E-2 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, B, 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PWB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116' BEAT STRENGTHENED GLASS W/ AN A90 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116 - HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" HEAT STRENGTHENED GLASS AND (1) 6116" LAMINATED COMPONENT WITH A 318" AIR SPACE. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ,%G. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIRSPACE. 7/16" LAMINATED GLASS COMPRTSED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE CUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED. & 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O NOA DRAWING TABLE OF CONTENTS 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: SHEET NOTES ........................................... 1 C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. GLAZING DETAILS ........................ 2 ELEVATIONS... ........................ _ .... 3-4 DESIGN PRESSURE TABLES,...... 5-9 G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. SECTIONS ...................................... 10 CORNER CONSTRUCTION........... 11 ADDITIONAL ANCHORAGE INFORMATION. EXTRUSION PROFILES ................ 11-12 MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS PARTS LIST .................................... 12 PRovuc-:wMEM. ANCHORAGE ............. ____ .......... 1.3.4.13 SOLUTIA OR DUPONT PVB. E. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" HEAT STRENGTHENED GLASS AND (1) 6116" LAMINATED COMPONENT WITH A 318" AIR SPACE. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ,%G. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIRSPACE. 7/16" LAMINATED GLASS COMPRTSED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE CUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED. & 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 -XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. Q4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 112" SPACING ON VENTS PRovuc-:wMEM. MAX. 13" SPACING ON FIXED LITES u any>y i�} i�ic 1°Inndn (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE CNLY elccc =micc t`'" JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPANvl u iml Ixttc Yr 14'onlra SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. +++ 4N`S LYhIM/ 5. SHUTTER REQUIREMENT: NONE REQUIREDr!e 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ? &7. REFERENCE TEST REPORTS: FTL-3580, FTL-3582, FTL-3587, FTL-3729, FTL4607 AND FTL-46138. *' Na 5$7c15 8, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING = THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ;.y STf,TF OF 4U F.M. 711Ofi13 C NO CHANGE 7kr5 SHEET SffJt)7EGFfNOLOGMOAIVI:' NOXOMIS, FL XZ75 P.O. OOX lSZB NOKOMIS, FL V27e �' NOTES AND TABLE o1` CONTI�NTS "n,�• '•.Fi aRIDP,. ' N j n .. - ••. �. ` `__`` //'S 0NAL-4G;;'+`^ A. Lynn xllllbl, b.E RE BST65 LY6. R.w.bx FK &2"5 O ADD 76^HF„ GLASS TYPES FAND G. RE-✓ISEANCHORAGE- ALUMINUM CASEMENT WINDOW, IMPACT JJ. / 70/24/7T E FBC20T0 CODECHANGE& 50'RULE -++ r o.tir- e.+.an pM. P.K. n/T7102 1/r31L& Bereer w. cA-740 I NTS I 7 « 13 7045-8 E ® 118" ANNEALED OR .090 PVB INTERLAYER 13116" HEAT STRENGTHENED 1/8" HEAT STRENGTHENED GLASS 5116" LAMINATED COMPONENT GLASS 118" HEAT STRENGTHENED GLASS 43 46 318 AIR SPACE 3Q 31 .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED Imo— 1/8"' HEAT STRENGTHENED GLASS 0 OR TEMPERED GLASS 40 .65" NOM, 43 46 GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5116" LAMINATED GLAZING DETAIL 32 33 3116'" ANNEALED OR HEAT STRENGTHENED GLASS .090 PWB INTERLAYER 3/16" HEAT j� STRENGTHENED GLASS T .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL VISE TMS SHEET .65" NOM. GLASS BITE IN MIAMI -RADE ANY IG UNIT & INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 13/16" I.G. W15/16" LAM GLAZING DETAIL 87 88 ! 13/16" 3/16" ANNEALED OR HEAT 7116" LAMINATED COMPONENT STRENGTHENED GLASS AIRSPACE .090 PVB INTERLAYER 118" ANNEALED OR —3116" HEAT STRENGTHENED GL ®TEMPERED GLASS - A,� _ fOM TECKNOLWYOPM GLAZING DETAILS NpKa so i 31z>6 ALtIMINUIN CASEMENT V P,(A BOX 1879 - Noxnnas, rt 38,74 V751ky Bauer .,46 NT$ 2 d 13 OM. BITE REVrRD A Wil �%1,, 14" -da U. I k- 1Ito. t 0",,I LYNN k, 'Ifs,! ` No.5870s •` STAYS OF tomo?:• IMPACTSIONAI1.' ' A.. LYnri Ifdle4 � h' 7045.8 REA 58705 _.�_._.. ANCHOR 1112" (LOCATION TYP. fl CENTERLINE 1 112" 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. OC 4" MAX T 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX, DAYLIGHT OPENING ANCHOR LOCATION TYP. 7" 1 7" 4" MAX. � 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX, `DAYLIGHT — OPENING `\y I� DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 �f SEE MD -SPAN ANCHOR DETAIL TYP, (2) 13" MAX. O.C. f 4" MAX. 4" MAX. 14 112" MAX. O.C. TYP. ELEVATION (SEE SHEET 7 FOR PRESSURES) /x \ 1070 TEaWMOiYDRW AMOMIS, A 34776 P.O. eox 152A NDKORlrs, FT. 31279 / x_ SEE Mf ETING RAIL DETAIL TVF�. (2) ' "6 "XOX"ELEVA71ON3 30" MAX. DAYLIGHT ~j NOTE: 'X" PANEL MAY SWING OPENING I IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT A zx 69"MAX, DAYLIGHT 1�0 Code OPENING aptyit g wab d p ar w,asplyiug x�ul, rise FYurid" bdd nm Ko76' MAX.O HEIGHT7edo Pmeue4 cm,eso 13" MAX. O.C.-� �-, ` 1 --14 112" MAX. O.C. VENT HEAD & SILL ONLY ,``tL��a4�iSF1/t�F'F'f r� 37" MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) Nn yP'rQ5 VENT TYP. - ELEVATION "A" - "XOX" (SEE SHEETS 7-9 FOR PRESSURES) (h — U' Cox l lu� 711wi IC JAUDHINOELOCAnGNMrAMS _ 1070 TEaWMOiYDRW AMOMIS, A 34776 P.O. eox 152A NDKORlrs, FT. 31279 vi'thly fuer ' "6 "XOX"ELEVA71ON3 ��(` •.. FlORrOr^° Cj�� . • ... • . • �*�, . '�,,SroNA+ ,, r r r} r r A I AAh .41 PZt $0705 &2= 0 f.HANW MAK HT. T076•AND MAX DL0 T069' vs aLUMI UM CASEMENT WINDOW,1MP,acr fo " rttnwr r E nroCHAAMM MS SHEET ,rr 04"4 17117112 rw,r~, 4d,. arpw. r cotta NTS 3 r 13 7045^8 E DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT, 3 TYP. (2) 37" MAX. WIDTH 30" MAX DAYLIGHT IA 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" 14 1l2" C. MAX_ O.G. 4"' MAX. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. X. j 53" MA OPENING I DAYLIGHT OPENING� -60" MAX. WIDTH - 53" MAX. DAYLIGHT OPENING 13" MAX. O.C, ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION IA 69" MAX. DAYLIGHT OPENING IA 76" MAX. HEIGHT SEE �/ SEE MID -SPAN MID -SPAN ANCHOR DETAIL ANCHOR / ® SHT. 3 TYP. (2) DETAIL SHT.3 MAX. PRODUG"t REV1S13D TYP. (2) DAA YLIGHT mftplyJhjj X O OPENING Lim$ Cad c* N i cLcpipemce_ II C3 • t8 76" MAX. 13" HEIGHT SEE MEETING NIy11 udo ProdlrclLrnnlu9 MAX. RAIL DETAIL SHT. 3 O.C. TYP. (2) 195111 4" MAX. f-=�_JNN A4111"11, / 4 •--�I-13" MAX d.C..,•ti ,vs� is 14 112" MAX. O.C. VENT 4" MAX. M1JI �Jj� ,n7as HEAD & SILL ONLY 37 MAX. VE T 60" MAX. FIXED * _ ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Gl 11 LLf = 9!l9N5 G ADD MNGE DErAlt A HINGE LOCAMN MOTES 1070 CHNOLocY i JC, 'Q; :YO"Lg OX"ELEVA TIONS :Oh '•. FLOm4�' \C': 7/fA'D3 0 CHANDF MAX. HT. TO WAND MAX. MOM W NOKOMIS FL 94773ncm- n'•' �i �• .... �(\ 'i 1 fazvra NotHAr4r missrr 7 P.oeDxLms ALUMINUMCASEMENT WINDOW,,IMPACT '�r7SS//10Nf��1��` A!: h Cr" NOKOMM FL 34274 vtj; y B%u a""""4tlM d" 4wc — a. A L9+"fl 5 �E 12117,W F.K. CA-740NTS 4 - 13 7045-8 E P•e.r ee7os 13" MAX. 7 25 O.C. 4- 4" HINGE LOCATED APPROX. FLUSH AGAINST JAM„ TYPICAL HEAD & SILL HINGE LOCATION DETAIL 37" MAX. WIDTH 30" MAX DAYLIGHT IA 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" 14 1l2" C. MAX_ O.G. 4"' MAX. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. X. j 53" MA OPENING I DAYLIGHT OPENING� -60" MAX. WIDTH - 53" MAX. DAYLIGHT OPENING 13" MAX. O.C, ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION IA 69" MAX. DAYLIGHT OPENING IA 76" MAX. HEIGHT SEE �/ SEE MID -SPAN MID -SPAN ANCHOR DETAIL ANCHOR / ® SHT. 3 TYP. (2) DETAIL SHT.3 MAX. PRODUG"t REV1S13D TYP. (2) DAA YLIGHT mftplyJhjj X O OPENING Lim$ Cad c* N i cLcpipemce_ II C3 • t8 76" MAX. 13" HEIGHT SEE MEETING NIy11 udo ProdlrclLrnnlu9 MAX. RAIL DETAIL SHT. 3 O.C. TYP. (2) 195111 4" MAX. f-=�_JNN A4111"11, / 4 •--�I-13" MAX d.C..,•ti ,vs� is 14 112" MAX. O.C. VENT 4" MAX. M1JI �Jj� ,n7as HEAD & SILL ONLY 37 MAX. VE T 60" MAX. FIXED * _ ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Gl 11 LLf = 9!l9N5 G ADD MNGE DErAlt A HINGE LOCAMN MOTES 1070 CHNOLocY i JC, 'Q; :YO"Lg OX"ELEVA TIONS :Oh '•. FLOm4�' \C': 7/fA'D3 0 CHANDF MAX. HT. TO WAND MAX. MOM W NOKOMIS FL 94773ncm- n'•' �i �• .... �(\ 'i 1 fazvra NotHAr4r missrr 7 P.oeDxLms ALUMINUMCASEMENT WINDOW,,IMPACT '�r7SS//10Nf��1��` A!: h Cr" NOKOMM FL 34274 vtj; y B%u a""""4tlM d" 4wc — a. A L9+"fl 5 �E 12117,W F.K. CA-740NTS 4 - 13 7045-8 E P•e.r ee7os COMPARATIVE ANALYSIS TABLE 1. "X` WINDOWS TEST REPORTS: FTL-3582, PTL -3587, FTL-3729 GLAZING OPTIONS: A. 5116" LAMI (118"A,.090,118"HS) B. 5116" LAMI (1IWHS,.090,118"HS) E. 13116" LAMI (118"HS,318" SPACE,5116" LAMI-Wl 118"HS,.090.118"HS) HEIGHT "'X.. 26 31 36 38 318 43 48 50 518 54 57 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70,0 -90.0 1 70.0 -90.0 70,01-00.0 70.0 -90.0 170.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70-01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 24 A -90.0 70.0 -90.0 70.0 .90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,01-90,15 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 28112 A -90.0 70.0 1 -90.0 70.01-90,0170.0 -90.0170.01-90.0 70.0 1 -83.6 70.0 -79,9170.01 -75.4 70.0 -72.4 70.0 -69.9 89.9 -67.8 67,8 -66.2 66.2 -65A 85.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.01-90.0 70.0 1 -90.0 170.01 30 A -90.0 70.0 -90,0 70.0 -90.0 70,0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60,01-58.5158,5 -58.2 56.21-53.4 53.4 -51.3151.31-49.8 49.8 -90.0 70-0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90-0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A-481.348.3B,E A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.6 53.8 -50.4 50.4 47.7 47.7 -45.6 45.6 -43.9 43.9 B,E -90.0 70-0 -90.0 70.0 -90.0 70,0 -90.0 70-0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -67.8 70.0 34 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.01-85.5165.5 -57.5 57.51-54.9154.9 -51.8 51.8 -48.6 48.6 45.2 45.2 42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.03B 70.0 -75.0 70.0 75A 700-70.4 70�I0.4 60.4 54.3 54.3 -51.9 51.1 47.9 47.9 44.8 44.8 42,2 42.2 39.7 39.7 E13,E-75.0 70.0-75.0 70.0 -75-0 70.0 -75.0 .0 -75.0 70.0 -75-0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 37 1.0 70.0-75.0 70.0 -73.7 70.0 -67.9 .9 -59.0 59.0 -52.8 52.8 -49.9 49-9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 70.0-1-75.0170.01-75.0170.0 -75.0 .0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.01-75,0170.01-75,0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7116" LAMI (311611A,.090,3116"HS) ALL "X" SIZES UP TO 3T' WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCI'R©VISED u wnuAylac WWJI the Florida Dodding Codc A=plm'w No �//0�,�,,,,,' .^7+iam�'ralau Cwrrm• /�v! TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4807, FTL-4608 GLAZING OPTIONS: C. 7116" LAM] (3116_ "A,.090,3116"HS) F.13116" LAMI (118"A,AIR SPACE,7116" LAMI-W13116"A,.090,3116"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 X NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2, IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. ��,,I L'(NN 41114 ,ail ��2•.•��GENSF`'• f 7k..' No. 58705 F1L r 71, =3 cNa cHANae rHls sHEEr !1770 TECHNOLOGY DR7 VE WKOWS FL34276 P.O. 6OX 15N N€T/CCA4(S, FLUM PRESSURES- X CONFIG. WINDOWS ` O.M '•., FLaRsoP-' �N SS�1,10,lN1'+�-� ' A,Lynnl�ll�I.'dF. P.E.f16aMS FK 92ws D REVISE ANCHORSAADD WHEIGHTCFTMN ALUMINUM CASEMENT i+l/INBOIN, IMPACT J..L lo/m f E NO CHAAk7E 7HLq SHEET o r: w.wc FiC f211TA72 Vir:bly licuer Mrr orb -1v CA•740 NTS 5 + 13 7045.8 E COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A. 5116" LAMI (118"A„090,118"HS) X X HEIGHT ` 7(X" 26 31 36 38 318 43 48 505/8 54 57 60 63 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS MEG POS MEG POS NEG POS NEG POS MEG POS MEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A 1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.4 70.4 -75.0 70.0 53118 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63,0,-60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 58.2 -53.4 53.4 64 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75-0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -55.1 56.1 -53.8 53.8 -50.4 50.4 47.7 47.7 68 A -75.0 70.0 -75.0 0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54,9 -51.8 51.8 -48.6 48.6 45.2 45.2 42.4 42.4 72 A,-750, 70.0 -75.00 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 117.9 47.9 -44.8 44.8 42.2 42.2 -39.7 39.7 JO±.0-73-7 74 Al -75-0 70.0 -75.0 70.0 -67.9 67.9 -59-0 59.0 -52.8 52.8 49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5116" LAMI (1/8"HS„09,1!6"HS) E. 13116" LAM[ (1/8"HS,3/8" SPACE,5116" LAMI-W! 118"HS,.090,1/B"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.0170.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7116" LAMI (3/16"A,.090,3116"HS) Peonuer nevrsm nv a�nB�ca LSr Uu 1°loridu ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.0170.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL4607, FTL-4608 GLAZING OPTIONS: C. 7116" LAM) (3116"A,.090,3116"HS) F.13116" LAMI (118"A,A[R SPACE,N16" LAMI-W/3/16`A,.090,3116"HS) ALm�m 4 l ( "XX" ALL SIZES UP TO 74" WIDE x 76" HIGH 1-55-01,95.0 Mimnf n]a Pmduci (`uninr NOTES' ® f I u r 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR `ONS LYNN 114" SS4 CRETE -FLEX ANCHORS. �� ' ccENSF' rFP 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. * ' No. 58705 = f! w rf ,L4 :'••�� STA OA IMTEcHNOf.OGDywE NOXOMIS, FL 31473 P.O. BOX f6?9 Noxou s, Mc 3.v1 mumPRESSURES- XX CONFIG. WINDOWS ',F '•.,FtoR�pP.•''GC�'k;` % S� ""' 7 J �7 ONAL A -144 . P.Ed 58705 FN B*ws D REVISE ANCHORS d ADD TAOLFS 76• HEIGHT OPTION TM' ALUMINUM CASEMENT WINDOW, IMPACT sr JJ. iW2471 f £ NO CHANCE MS $Heer K. a.� e, n.r: F. K. lyarrerz vi„ary Aetm �� -N .�r. � ore+d _ CA•740 NTS 6 - 13 7045-8 E > TABLE 6. "0"& "1/4-iR-114 XOX' WINDOWS TEST REPORTS: OPTIONS: A. 5116" LAMI (1/8"A,.090,1/8"HS) B. 5116" LAMI (118"HS,.090,118"HS) C. 7116" LAM (3116'A,.090,3116'HS) 36 1 72 1 8,E 1 -75.0 70.01-75.0 70.0 -75.0 1 70.01-75.D 170.0 -75.D. 70.01-75.0 70.01-75.0170.01-7$.0 70.01-75.0170.01-75.0 70.01-76.D 170.01 c F -90.0 70.0 -90.0 70.0 90.01 70.0 -90.0170.0 -90.6 170.0, -90.0 70.01 40.0 70.0 -90.0 70.01-90.0170.0 -90.0 70.01-90.0 70.0 -55 01 KO -55,0155.0 -55.015s.0 A -75.0 70.0 -76.0 70.8 -73.7170.0 -67.9167.9 -59.Dj 59.0 -52.8 52.8 -49.9 149.9 -48.4 48.4 43.5 143.6 =41.1 41.1 •38.6 38.6 37 74 6,E -75,0 70.0 -75.0 70,0 -78.0 70,0 -75.0170.0 -75.0 70.0 -75.8 70.0 -75-0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0166.0 -56.0 55.0 -55.0 55.0 A -75.0 70.0 -75.0 70.0 -67.8 67,8 -62.1 62.1 -55.7 55.7 -49.8 49.8 46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 36.5 36.5 39 1/2 79 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 709 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 50.0 70.0 -90.0170.0 -90.0 70.0 -67.4170.0 -832 70.0 -55.0155.0 -55.0155.0 -55.0155.0 A .75.0 70.0 -75,p 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 56,4 -53.4 53.4 -50.0 50.0 -46.9 46,9.-44.3 44.3 -41.9 41,9 42 84 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 C,F -90.0 760 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0.70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 7D,0 1 -75.6 70.0 -550 559 -55.-OTS-5.0 -55.0 55.0 A •7,5.0170,0 -70.3 70.0 -58.0 58.0 44.6 54.6 -59.3159.3 53.6 53.6 -50.91 50.9 -47,5 47.5 44,7 44.7 -42,1 42,1 -39.7 39.7 45 90 Bg -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75,0 70.0 -75.01 70-0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0170.0 -90.0 70.0 =90.0 70.0 4)0.0 70.0 -90.0170.0 -90,0 70.0 -613.2170,0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 692 -55.0 5570 -65.0 55.0 -55.0 55.0 A -75.0 70-0 -65.0 65.0 1 -54,3 54.3 ,51.1 51.1 -55.1155.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.A 38A 48 96 RE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 7o.o mi. 709 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67,3 -64.1 64.1 -55.0 55.0 -55.0 55.0 -53.2 532 A -75.0 70.0 -60.8 60.8 -51.3 51.3 48.3 48.3 -62.7162.7 -48.7 48.7 -46,0 46.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 501/2 101 B.E -75.0 70,0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75,0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 .900 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 -63.6 63,51-605 60.5 -55.0155.0 -62.6 52.6 -49.6149.6 A -75.0 70.0 -58.7 58.7 48.7 48.7 -45.4 45.4 -50.0 50.0 -48.7 45.1 -44,2 44.2 42.2 42.2 -40.1 40.1 -38.0 38.0 -36.2 36.2 W 118 108 318 B,E -75.0 7C.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72A 70.0 C,F -80.0 76.0 -90.0 70.0 -909 70.0 -90.0 70.0 -88.6 70.0. "78.4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 -60.0 60.0 -57.3 57,3 -53.8 53.8 49.d A9.4 -A8.2 d62 A -75.0 70;0 -58.2 58.2 -47,9 47.9 -44,5 44.5 -49.1 49,1 -45,3 45.3 -43.4 43A -41.9 47,9 -398 39.8 -37.6 37.6 -35.9 35.9 54 108 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.01-00.0171).0 -90.0 70.0 -90.0 70.0 -86.9 70.0 »75.0 70.0 -70.1 70.0 -55.4 65.4 -61.8 61.8 -59.1 59.1 -56A 66.41-52.8152.8 -48.4 48.4 -45.2 452 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 36.1 -37.2 37.2' -35A 35.4 55112 111 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7fl.0 -75.0 70.0 -75.4 70.0 -74.3 70.0 -70.8 70.0 CF -90A 70.0 -90.0 70.0 -90.0 70.0F-75.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 -63.6 63.6 -60.1 6D.1 -57.6 57.5 -544 54.8 -51i $1.1 -46.8 46.8 -43.6 43.6 A -75.0 70.0 -56.2 56.2 44.8 44.8 42.1 -46.2 46.2 -425 42.5 -41.2 413 -39.8 39.8 -36.5 38.5 -36.7 36.7 -34.8 34.8 57 114 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 700 -75.0 70.0 -75,0 70:0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -73.3 70.0 -89.6 69.6 O,F. -90.0 709 »90.0 70.0 -90.0 70.0 70.0 -81.8 70.0 70.7 70.0.•66.7 66.7 -61.8 61.8 -56.7 58.7 -55.9 55.9 -532 53.2 -49.4 49.4 -45.2 45.2 -42.6 42.6 A -74.2 70.0 -55.0 55.0, 43.4 43.4 40.9 -44.8 44.8 -41.3 41.3 -40.2 40,2 -38.7 38.7 -37.6 37.6 -36.1 361-34.2 34.2 58112 117 B,E-75.070.0 -75.0 70.0 -75.0 70.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0-75.0 700 -72.2 70.0 -68A 68A C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -r9.4 709 -59.0 69.0 -64.9 64,9 -60.4 60.4 -57.3 57.3 -54.5 54,5 -51.6 51.8 -47.8 47.8 -43.6 43.6 .41.7 41.7 A -72.9 70.0 -53.4 53.4 -42.2 42.2 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.8 -36.7 36.7 -35.5 35.5 -33.7 33.7 �tl 20 B,E1-75.0170.0 -75.0 70.0 -759 70.01-75.0175.51 -75.6176.6 -75.0 70.0 -75.01710.0 -75.0 70.0 -73.3 70.0 -71.0170.01,61.4 67.4 C,F I -90.0 170.0.1 -90.01 70.0 -90.0 170.01 -90.0 170.01 -77.11 70.0 -67,3 67.3 -63,3 63.3 -59.1 59.1 -55.8 55.9 -63.015&0 1 -50.01 50.014&3. 45.3 -42.8 42.8 -408 I40.8 TABLE 7. "O" & "114-112-1/4 XOX' WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7116" LAM] (3116"HS,.090,3116"HS) ALL "0" SIZES UP TO 60" WIDE x 63" H4GH ANO ALL "114-112-114 XOX` SIZES UP TO 120" WIDE x 63" HIGH -90.0 70.0 TABLE�LA ING OPTIONS: D. 7118" UiMI (3116"HS,.090,3118"HS} "0" & "114.112-1/4 XOX" WINDOWS TEST REPORTS: f=TL-4607, FTL-4608 G. 13116" LAMI (118"A,AIR SPACE,7116" LAMi-W/ 3/16"H5,.09D,3/16"HS) d ALL "O' SIZES UP TO 60" WIDE x 76" HIGH AND ALL" V4-112-114 XOX" SIZES UP TO 120" WIDE x 76' HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR ® 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIM7ED TO 69.6 P.S.F. F.N.& 10/03 C NO Gl'IANGE THIS Sl1E'Ef �. PRESSURES- 0& 114-112--114 XOX CONFIG. WINDOW l4 rls 1070 TECH oLGJ4.Z5YDRra.. F. K. 5727A75 D CHANGEANGHORSAND Ai9D76"H7.OPTfON NOKOMf$ F[.142rs ALUMINUM CASEMENT WINDOW, IMPACT u...a ax ow.: A• tw: J.J. 10/24/71 E NO CHANGE THI$5H£Ei P.O. BOX 1529 9r u12 ©ma"aer- are: NOKOMIS, EL 34274 VWbly Neat, etl� _w F. K. 17117!02 LA -740 NTS 7 a 13 7045-8 m� PRODiie=1'RI+V1sPD ;-mvply,ng III, the 1106dn I3uddlnl; Cad. - ylklllltt *N� LYNN �4 ••\,yGEN Sg No. 58705 is / .41,PLOM� ��Q •'. STA C r'/,,S//IONA� 0. Ly,�r✓ Nflr. P.E. P.E.4 58705 COMPARATIVE ANALYSIS TABLE 8. 10701EGLV0IDXYDkfW NOKCW15, FL 30276 P.O. SOX 1529 NOKOMlS, FL 34274 - PRESSURES -X9, OX, & "XO' OR "OX" & "113-113-113 XOX" WINDOWS TEST REPORT: FTL-3582 "XO" WIDTH "XOX" WIDTH 26 NEG 31 POS NEG 36 POS I NEG GLAZING OPTION: A. 5116" LAMI (118"A,.090.1l8"HS) HEIGHT 38 318 43 48 50 518 54 POS NEG I POS NEG POS NEG POS NEG I POS NEG 57 POS NEG 60 POS NZG 63 POS NEG I POS 37 55112 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.01-75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,01 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 1 70.0 -75.0 70.01-75.0 70.0 .75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 45.0 70.0 -75.0 70.D -75.0 70.0 -75.0 70.0 $31/8 79 213 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 00 90 A -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 7D.0 -68.4 68.4 -63.9 63.9 -80.0 60.0 -58.5 58.5 -56,2 56.2 -53.4 53.4 64 96 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53,8 53.8 -50.4 50.4 -47.7 i 47.7 67.333 i 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0-66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 $2.6 -49.4 49.4 -45.9 45.91-43.1 43.1 70.917 1 106 318 A -75.0 7010 -75.0 70.0 -75.0 70.0 -71.6 70.01-61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 46.9 -45.8 45.B -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 7C.0 -75.0 70.D -70.4 70.0 -60.4 1 60.4 1-54.31 54.3 -51.1 51.1 -47.9 47.9 44.8 44.8 42.2 42.2 -39.7 39-7 74 1 111 A -75.0 70.0 -75A 70.0 -73,71 70.0 1 -67.9 1 67.9 1 -59.0 1 59.0 1 -52.8 L52.8 49.9 49.9 -46.4 46.4 43.5 43.5 411 41.11-38.6 36:6 TABLE 9. "XO" or "OX" & "113-113-113 XOX" WINDOWS TEST REPORTS: FTL-3502, FTL-3729 GLAZING OPTIONS: B. 5116" LAMI (118"HS„090,1 VHS) E. 13116" LAMI (IN'HS,318" SPACE,5115" LAMI-Wl 118"HS..090,118"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113-113-113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 75.0 70.0 TABLE 10. "XO" or'OX" 8. "113.113-113 XOX' WINDOWS TEST REPORTFTL-351 GLAZING OPTION: C. 7116" LAMI (3116"A,.090,3116"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113-113-113 XOX" SIZES UP TO 111" WIDE x 63"HIGH 90.0 70. TABLE 10A. "XO' or'OX' & "113-113-113 XOX" WINDOWS TEST REPORTS= FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7110" LAMI (3115"A,.090,3116"HS) F.13116" LAMI (118"A,AIR SPACE,7116" LAMI-W13116"A,.090,3116"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113-113-113 XOX' SIZES UP TO 111" WIDE x 76" HIGH -55.0 55.0 In NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1W' TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2, If INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7110609 C r. AO CHAW;F THIS SHEET 10701EGLV0IDXYDkfW NOKCW15, FL 30276 P.O. SOX 1529 NOKOMlS, FL 34274 - PRESSURES -X9, OX, & .: &2371 O C4ANOEANGH0X$ AND AOD 78 HEWtfr0P7fON ALUMINUM CASEMENT I !02!/11 E Nd Cl:WNGE THIS SHEET HM' r un.r� - 12117/01 V' hr Heuer �� eexr CA,740 MTS an 8 ^� 13 f, IMPACT 7045-8 8 wid IIIc ilw& 5515111/ 1��71OXY LYIJN4/, /"". 1�''LICChgf'-c�F� * Na. 59705 6.'T Off'. STAEOF 1CI P.E.958705 - SPORTS: FT63580, FTL-3729, FTL4607 G4 AZING OPTIONS: A. 5116" LAMI (118"A.D90,f78'HS) 8.5!18' LAMI (1lWHS„09Q118"HS) C. 7116" LANG (3116"A,.090,3116'H&) 69.264 19.125 1 31.014 B,E 1-75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -756 70.0 -75.0 170.0 --75.0170.01-75.017D.0 -75.0170.01 C F -90.0 170,0 1 -90.0 70.0 -90-0 70.0 -900 70.011� -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -55.0 55.0 -55.01556 -56,0155.0 A -756 70.D -69.1 69-1 -63.4 63.4 -56.5 _56.5 •50A 50.4 -47.51475 -44.1 44,1 -41.5 41.6 -39.2 39.2 -36.9 36.9 88.919 24 38,919 5,1= 75.0 70.0 -75.0 70.0 -756 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75,0 70,0 -75.0 70.0 -75.0 70-0 -73.8 70.0 C,F -90.0 70.0 -900 70.0 -90.0 70.0 -90,0 709 -90.0 70.0 -90.0 70.0 -90.0 70,0 .gDO 7U.Q •89.4 700 -85.2 70.0 -55.Q..55.0 55.0 55.0 .55.0 55.0 A -75,0 70-0 •80.5 60,5 -57.2 57.2 -62,1 52.1 •55.2 55.2 -51.6 $2.6 -49.1 49.1 -46.2.46.2 -43.6 43.6 •41.1 41.1 96.973 27 42.973 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 700 -75.0 70.0 -75.0170.0 C,F -90.0 7D.D -90.0 70,01-90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.D -81.9 70.0-77.2 70.0 -73.1 70.0 -55.0155.01-55.0155.0, -55.0 55,0 A -75.0 70.0 -53.5 53,5 -50.4 504 -64.61 54.5 -50.7 50.7 48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 S,E -75.0 70..0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 .75.0 70.0 -75.0170.. C.F 50.0 70.0 -90.0 70.0 -90.0 70.0 -96.0 70.0 -84-7 70.0 -79.5,70.0 -73.6 70.0 -69.7.69.7 -66.3 66.3 -63,1 63.1 -65.01550 -55.0 55.0 -52.2 52.2 A -750 70,0 -49.9 49.9 -46.8 46.6 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42,7 -40.7 40.7 •36.6 36.6 -366136.6 115.892 32 51.09'2 B.E -75.0 70,0 -756 70.0 •75.0 70.0 -75.0 70.0 -75.0 700 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.D C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 66.3 54.8 64.8 •61.4 61.4 -58.8156.8 -55.0155.0 -50.9 50.9 -47.7147.7 A -75.0 70.0 -47.3 47,3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.81-41.4 41.4 -39.5 39.b -37.5 37.5 -35.7135.7 122 33.687 54.627 BE -75.0 70.0 1 -7&0 1706 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -74.9 70.0 -71 Al 70.0 G,F -906 709 1 -90,0 70,0 -90.0.70.0 -65.8 70.D 1 -746 70.0 -69.4 69.4 -64.7 64.7 -610 61.0 -58.4 58.4 -55.7 $5.7 -52.4152-1 -47.7147.7 .44.6 44.6 A -750 70.01-46.8 48.8 -43.6 43.0 -47.91 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 B,E 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -756 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 •74.6 70.0 7L0 70.0 C.F -90.0 70.0 -90.0 700 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8'140�3-304 .1' 64.1 {0.5 60.6 -67,9 67.9 -5$.2 $$.2 31.5 5t.5 -47.2 47.2 X4.0 44.0 A -75.0 70.0 •45.5 45.5 •42.6 42,8 -48.7 46.7 -43.1 43.1 -41.6 .2 40.2 -38.7 38.7 -36.9 36.9 -36.D 35.0 428.000 34.791 56.418 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 5.0 70.0 -75.0 70.01-73.7 70.0 -70.1 70.0 G,F -90.0 700 -90.0 70,C -90.0 70.0 -82.6 70.0 -71.3 70.0 -07.3 2.5 62.5 -59.2 59.2 -56.5 66.6 -53.8 53.6 -50.1 50.1 •45.8 45.8 .43 ,0 43.0 A -74,4 70.0 -43.6 43,6 -412 41.2 -45.1 45.1 -41.5 41.5 -40A 8.9 38.9 -37.7 37.7 .36.2 36.2.-34.3. 34.3 130 35,898 58.209 B,E70.0 -75.0 70C -75.0 70.0 -75.0 70.0.-75.0 70.0.-75.D 5.0 70.0 -75.0 70.0 -72.4 70.0 1-68.6168.6 C.F -90.0,70.0 -90.0 70.C.-90.0 70.0 -79.9 70.0 -69.3 69.3 -05,3.65.30.6 50.6 -57.6 57.6 -64,7 647 -51.9 $1.9 -48,1 48.1 -43.9 43.9 .41.9 41.9 A -74.3 70.0 -43.5 43,5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40,3 0.8 38.8 -37.5 3_7.6 -36.1 38.1 -34.3 34.3 130.378 36 58.378 8,E -75.0 70.0 .75.0 71).0 -75.0 70.0 -750 70.0 -759 70.0 -75:0 5.D 70.0 -75-0 700 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 •69.1 89.1 -65.1 85.1 30.5 60.5 am 54.6 -51.7 51.7 -48.0148.0 -43.6 43.6 -41.8 41.8 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 A3.5 -40.4 40.4 -39.2 3:911--1-37.797.7 35.5 -33.7 33.7 134 37 60 Qf= -75.0 700 -759 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -759 70.0 -75.0 70.0 70.0 -87.4 87.4 C.F -900 70.0 -9U6 70-0 -90.D 70.p •77.1 T0.0 -87.3 67.3 -63,3 63.3 -59.1 59.1 53.0 -50.0 50.0 I -AA 'ZI 48.3 -42.9 42.8 -40.8 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "or' X" 8 "XOX' UNEQUAL i.ITF WINDOWS TEST REPORT,' FTL-3580 GLAZING OPTION: D. 7116" LAMI 3116'1-IS,.090,3/ITHS ALL 'XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX, FIXED WIDTH TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT'S: FTL-35$0, FTL4607, FTL-46 GLAZING OPTIONS: D. 7116" LAMI 3116"HS,.090,3116"HS G. 13116' LAMI (116"A.AIR SPACE.7116" LAMS-W13116"HS,090,3M6"HS) ALL'XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -55.0 55 ALL "XO" cr "OX' SIZES UI TX_ O 97" WIDE x 76" HIGH WITH 37' MAVENT WIDTH AND 60' MAX. FIXED WI TTH Q NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114' TAPOONS OR ® 1/4' SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 F.S.F. rvy,ar:- Fx meas �c.NO CHANGE THIS Tv7a TeclwvcvcrnwvE SHEEF PRESSURES- UNEQUAL CONFIG. XO, OX & X0, r. .w".- AK &=5 D CHANGE ANCHORSAND ADD 76"HE)CHT OPTION NOKOW.I. FL 34275 TM �^^"�� J.J. 'IG7N41 E NOCHANGE THlS SHE'fT FO npX 45zs ALUMINUM CASEMENT WINDOW, IMPACT N[iKpA715. Fl 3i77C C r"rcjtfy $ePlar a-Nx Pw,7y.a Arx F. T2fTTA'12 CA•740 NTS 9 "' 13 704$•8 E X O X UNEQUAL LITES X � UNEQUAL LITES O X UNEQUAL LITES S'R01711L'1' RL"V153D llcam141yiag Wllfi die PloQid, uildlua Cu`Ic 1 i � l t �'�ONY LYNI" `l,,` ��`qi��.• L4GENgl:'L,�FC" d 1A• 1p No. 58705 0` TA to u 4'�, SIbIVAL 'EN A.`L%4 N41en P*- P.&k 5x745 COMPARATWE ANALYSIS TABLE 8. i070 TECNNOL VE "XO"OR'OX" & "113-1!3-113 XOX" WINDOWS TEST REPORT: FTL-3562 -XO" "XOX" 26 31 36 GLAZING OPTION; A. 5116" LAMI (118"A,.090,118"HS) HEIGHT 38 318 1 43 48 50 516 54 57 60 63 WIDTH WIDTH NEG POS NEG I POS NEG POS NEG POS NEG f'OS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55112 A -75.0 70.0 -75.01 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 170.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75,01 70,0 -75.0 70.0 53 118 792/3 A -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 69.5 -67.5 67,5 56 84 A -75.D 70.0 -750 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 64 90 96 A -75.0 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -66.4 70.0 -61.8 68.4 -63.9 81.8 -58.9 63.9 -60.0 5$.9 -56.1 60.0 -58.5 56.1 -53.8 58.5 -56.2 53:8 -50.4 56,2 -53.4 53.4 50.4 47.7 47.7 67,333 101 A -75.0 70.0 -75.0 70-0 -75.0 70.0 -75.0 70.0 -66.4 1 66,4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 318 A -75.0 70.0 -75.0 70.0 -750 70.0 -71.8 70.0 -61.8 61.8 -55.1 55,1 -51.9 51.9 -48.9 48.9 -45.6 45.8 t2.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70A 700 -60.4 60.4 -54.3 54,3 -51,1 51.1 -47.9 47.9 -44,8 44.6 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75-0 70.01-73.7 711.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 43.5 43.5 �I1.1 41.1 -38.6 38.8 TABLE 9- XO" or "OX" & "113-113-113 XOX" WINDOWS TEST REPORTS' FTL-35$2, FTL-3728 GLAZING OPTIONS B- 5116" LAMI (1/8"HS,.090,I)8"HS) E. 13116` LAMI (1/WHS,318" SPACE,5116" LAMI-Wi 11$'HS,.080,1/8 HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1 13113-113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1.75D1 70.0 & "113.113-113 XOX" WINDOWS TEST REPORT: GLAZING OPTION: C. 7116" LAMI (3116"A,090,3116"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113-1/3-1/3 XOX" SIZES UP TO Ill" WIDE x 63" HIGH 9 10A. "XO" or "OX" & 1!3.113-1/3 XOX' WINDOWS TEST REPORTS' FTL-3580, F1 L-4607, GLAZING OPTIONS: C. 7116" LAMI (3/16"A..090.3116'HS) F.13116" LAM] (1/8"A,AIR SPACE, 7116- LAMI-W/ 3116"A,.090,3116"HS) ALL "XO' OR 'OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3-1/3-113 XOX" SIZES UP TO 111" WIDE x 76" HIGH -5 O NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114" S34 CRETE -FLEX ANCHORS. 2, IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 A.S.F. NO GnMNGE 7H15 5HE£ r i070 TECNNOL VE P14£"35{1RF� - XO, OX, A 11, CHANGEANCNORSAAVXV W hIF M0PT14N L 34 6 MCK43W FL stns r NO ORANGE 7TflSSH€ET ALUMINUM CASE'MEN7' I NpK0Mff, VL Wf4 V6615, Beemr �""�"" 1 C xw NTS 8 a 13 e, IMPACT 7045-8 *DUCT RP.1RSM wmrdv Pc wilh u. lion" ., N.. I I ern r+Ir V LYNN 4f, ""I \ '+ No 58705 •' G ° .7.q a �� Q'. SiOF ANAL , LN Ii/�� IVM1�, P., I Y� Idllbr. V.E. P 058705 COMPARATIVE ANALYSIS TABLE 17. "XO"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3680, FT4-3729. FTL-4607 GLAZING OPTIONS: A 5118" LAM7 (1f8"A,.090,1T8"HS) S. 5116"LAMI (1 S"HI5,.090,1/8"HS) C. 7116" LAMI (3115"A,.090,311814s) E. 13f16" LAMI OOHS -318" SPACE,5116" LAMI-W1118"HS,.090,118"HS) F. 13118' LAMI (118"AAR SPACE.7fi6" LAMI-W13116°A•.090.311WHS) 69.264 19.125 31,014 B,E -75.0 70.0 -75.0 70.0 -76.15170.0 -75.0 70.0 -75,0170.0 -75.0 70,01-75,0170.0 -75.0 70,0 -75,0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.(7 70.0 -90.0 70.0 -90.17 79.0 -9Rtl 70.0 -90.0 70.0 -90A 70,0 -90.0 70.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 66.5 -60.4 50.4 -47.5 47.5 A4,1 44.1 -41.6 41.6 -39.21391 -36.9 36.9 86.919 24 38.919 E 13, -75A 70.0 -76.0 70.0 -75.0. 70.0 .75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 1 C,F -90.0 70.0 -90.0 MO -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89,4 70.0 -65.2 70.0 A -75.0 70.0 -60.6 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.G -49.1 49.1 46.2 462 -43.0 43.6 -41.1 41.1 9.973 27 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -T550 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 _70.0 C,F -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 A -76.0 70.0 -53.5 53.5 -50,4 $0.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0142,0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 B.2 -75.0 70.01-76.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70,0 -75,0 70.0 -75A 70.0 -76,0170.0 -75.0 70.0 1-75.0170.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -6931 89.7 -66.3 0811-63.11 63.1 A -7&0 70.0 49.9 49.9 -46.6 46.8 -51.3 51.3 "47.4 47.4 -45.5 45.5 42.7 42.7 "40.7 40.7 -38.6 38.61-30.61 WA 195.692 32 51.892 $,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75,0 70.0 .75.0 70.0 -73.2 70.0 C F -90,0 70,0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -76.6 70.0 -73.2 70.0 -88.3 88.3 -64.8 64.8 -61,4 61.4 -58.6 58.8 122 33.687 54.627 A -75.0 70.0 •47.3 47.31-44.0 44.0 -48.4 484 -44.7 44,7 -42.6 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 S'."-75.0 70.0 -75.0 70.0 -75.0 70.0.-75.0. 70.0 -75,0 70.01-75.0. 70.0 -75.0 70.0 -75.0 70.0 •74.9 70.0 -71.4 7C.0 C,F -90.0 70.0 •90.0 70.0 -9C.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 31.0 61.0 -56.4 58.4 -55.7 553 A-70.0 -46.8 46.8 •43.6 43.6 -47.9 47,9 -44.3.44.3 -42.4 42.4 41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.01 70.0 -75.0 70.0.-75.0, 70.0 -74.6 70.0 -71.0 70.0 C.F -90,0 70.0 •90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.6 6&8 -64.1 64.1 1 -150.5160.5 -57.9 67.9.-55.2 55..2 A -75.0 70.0 -45.5 45,5 -42.6 42.6 -40.7 46.7 -43.1 43.1 -41.8 41.6 -40.2 40.2-38.7138.7 -30.9130.91-35.0. 35..0 128.000 34.791M418 B,E -75.0 70,01-75.0. 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7$.0 70.0 -73.7170.01-70.1 70.0 C,F -90.0 70.01-90.0170.0.-90.0 70.0 -02.8 70.0 -71.3 70.0 •67.3 67.3 •62.5 62.5 -59.2 59.2 -50.5158.5 •53.8 53.8 A -74.4 70.0 -43,6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -30.21362 -34.3 34.3 130 35.895 58.209 a,E -75.0 70.0 -75,0 70.0 -75.0 70.01-76.1) 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72 4 70.0 -66.6 66.6 C.F -90.0. 70.0 -90.0 70.4 -90.0 70.0 -79.9 70,0 -09.3 69.3 •65.3 65.3 -60.6 60.6 -57.6 57.13 -54.7 54.7 -51.9 51.9 A -74.3 70.0 -43.5 43.51-41.0 41.0 -45.0 45.0 -41.4 41.4 -40-3 40.3 -38.8 38.8 -37.8 37.6 -36.1 38.1 -34.3 34.3 130.378 36 58.378 B,E -75.0 70.0 -75.0 70,0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7001-75.0 70.0 -72,3 70.0 -68.5 68.5 CF -90.0 70.0 -90.0 70.01-90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -80.5 60.5 -57.4 57.4 -54,6 54.6 -51.7 51.7 134 37 60 A -72.8 70.0 -42.2 42.2 -39.7 39.7 -43,5 49.5 :0.4 40.4 -39.2 39.2 -37.7 37,7.-36.7 36.7 .355 35.5 -33.7 33.7 8,E -75.0 700 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.4 70.0 -75.0 70.0 -75.0 70,0 -73.3 70.0 -7t0 70.0 -87.4 67:A C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 74.0 -87.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 •53.0 53.0. -SC.O 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 70" ar "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-358 GLAZING OPTION: D. 7116" LAMI (3116"HS,.090,3116'HS) ALL "XOX" SIZES UP TO 134" WIDE z 63" HIGH WITH 37" MAX. VENT WIDTH AND 50" MAX FIXFD WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90 0 711.4 TABLE 12A. "XO" or "OX" & "XOX" UNEOLIAL U TE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4606 GLAZING OPTIONS: D. 7146"LAMI 3116"S$..090,3116"HS G. 13/16" t AMI (1/8"kAIR SPACE,7116" LAMI-W13116"HS,.090,3116"HS) ALL "XOX" SIZES UP TO 134' WIDE K 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -55.0 55.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH 44.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR Q 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 6.9_.6 P.S.F. ReoK. Y F. 7710103 C �AOCHANGE THIS SHEET PRESSURES- UNEQUAL CONFIG. XO, OX � XOJ „... . IRM TE'GHKNOLDe YaRIVF F.K =105 0 0-ING£ANCH911S AND AOD 7B' h'ElWT OFTKW NOKOMIS. Ft, 14275 � tL :azsiTl E NO C7WiGETHIS SHEET PLO. eux$520 ALUMINUM CASEMENT WINDOW,JMPACT ax owr i NOKOMIS. Ft 3f22V Vuihly BeTrtr c...r... ew.- FK, P?/174i2 CA-7fd NTS 9 0 13 7045-8 E x o x UNEQUAL LITE$ X p UNEQUAL LITES p X UNEQUAL LITES PrtOPUC1'[4L*V431'D as mm7ilying wide 11m Rmida euildmg Carlc l47 Miam1 >mle Pmdna Cnmiul 1'a 1i LYN'v ��'� C9CEHS� •. .�(� l ~ * • No. 58705 10 . Gs�Ta oot ORIV �O�`N�AL A,i7ru,N4A1 r".o.' REA N705 MAX. HEIGHT (SEE SHTS. 3 & 4) F.X. VERTICAL SECTION OPERABLE UNIT REFERENCE "XO"&"XOX"FRAME ASSEMBLY DETAIL, SHEET 11,& ® MAX. VENT 1;2� MAX. FIXED LITE DAYLIGHT DAYLIGHT OPENING— S OPENING 5 (SEE SHT. 3) (SEE SHT. 3) eo MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 19 24 M= REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11,& MAX. WIDTH (SEE SHT- 3) HORIZONTAL SECTION - XOX 67 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 �89 MAX. VENT f 85 4D 49 DAYLIGHT OPENING 6 (SEE SHT. 3) 5 5 a MAX. WIDTH (SEE SHT. 3) -- HORIZONTAL SECTION - XX VERTICAL SECTION FIXED UNIT 89 � 85 4Q41 ? L MAX. ENT DAYLIGHT OPENING $ (SEE SHT- 4) 6 ) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Ds.: O•% {% SHOW TDF raNOE Ds.: lone: --- i0707!_CNNOLUCrYDRIVE SECTTIONS 8123/05 D CNC SHT. MO. REF. AND ADD ITEM 99 NOXOMA 6L 3I2n P.O. 9Qx i624 NOKOMIS. FL 37274 V'whly Better ALUMINUM CASEMENT WINDOW, IMPACT e;;4 �,: .,.,iro- "._ 90/24!@9 E nuv NO CHANGE THis SHEET I"e: C - ay or.: v117= F C.A-T40 NT$ .c i0 a l3 7045-8 PRODUCI'llMssr] a,Cm"111y1111 nflll Shu Florida 13ui1diCp Code Acupw.. Na, ) ' i It ,,yI I I I; I" Na. 68705 -. W �O� ., s ra t n G� ` !Rlu ;lIONAL A [,Idrknr3r. 3E' REA SMS FRAME ASSEMBLY TUBE, MAIL: 6063-T6 "X" FRAME JAMB --t 13" MAX- O.C- WI (2) SCREWS 3' APART AT MID -SPAN l— "X" FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 FRAME TOP 3TTOM RAIL "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PN SMS #12x1 PH TEK SMS (2) PER CORNER FRAME ASSEMBLY 13" MAX. O.C. WI (2) SCREWS TUBE, MAT'L: 6063-T6 3" APART AT MID -SPAN SASH FRAME "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL aoq _ was � SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAM ,dRvl hl IAn 13W QKAC MAIN FRAME ASSEMBLY DETAIL Maw C NO CHANCE THIS SHEET 23M DY ADD ITEM 69 faf141T1 E NO CHANGE PHIS SHEET -� 1.376" �I 44D" ® 095" 89 CASEMENT BACKING PLATE MAIL: 6063-T6 DWG# 7071 d34" 1 2.854" _.062" NOM. L. 59. 19- 2.139" OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 2,919'I `.__1 FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7002A $0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A 'DTECIiM 011YDR"E EXTRUSIONS& ASSEMBLYDETAILS NOKONS FL 90775 aa.: P.O. sqx tis ALUMINUM CASEMENT WINDOW,, IMPACT NOKOWS. R X274 V -'Gly Barrer �""'"" CA.7aa NTS 1', - 13 7045-8 PROMMT REVISLD ua cuugrfyisrg wily do: Florida IlaildinV S'ndc .706" —"--A .050" -- — .665" 5116"GLA71NG EAD MAT'L: 6063-T6 DWG# 7036 .523" — 1 .050" -- 13 .865° l ® 41 7116" GLAZING BEAD MAT'L: 6063-T6 DWG# 7042 .040" UI .423" �_ 50 CASEMENT SCREEN FRAME MAT'L: 6063-T6 DWG# 7006 03 993" 289" 83 INSTALLATION HOLE COVER 04O" MAT'L: 6063-T6 I DWG# 7007 1 h— .172" .670"- — .050" TF__ .569" 85 13116" GLAZING BEAD MAT'[: 6063-T6 DWG# 7047 .09311--1 67 CASEMENT FRAME ASSEMBLY TUBE MAT'[: 6063-T6 DWG# 7004A rilm I c I NO CMANW rMS SHEET 1070TECHMOJOGYDRNi PARTS LIST CONT. PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A 7016 MAIN FRAME- HEAD, SILL & JAMBS P 1155 781 PQA BS X I QUAD PI I SMS 3 7006 SL FRAMFCORNERKEY 4 82 7010 112"Xin"XIM' CLOSED -CELL FOAM TAPE 5 7003A INSTALLATION ROLE COVER SASI I - TOP, BOTTOM & SLOB RAILS 6 1155 781PQA 13 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 13/16" 1.0. GLASS (1/8"HS, AIR SPACE, 7116"L.AM47/16" LAM] _ 3/1614S & 31I6HS OLA&S W" AN.090 ]NTERL.AY-ER - SOL(IT'IA OR OUPI)NT PVR SASH CORNER KGY 9 7024 MAXIM MULTf-PDINf LOCK 10 7026 [.00K SUPPORT PLATE 11 9I0-24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER .I I. & L.H. 13 1157 78X78PPSMS 08 X.975 I'll. PN. SMS M 7013 TIE BAR GUIDE LS 7015 jTjr RAR ASSFMULY 16 7026 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAI. ARM CiPb:RATOR l8 7030 OPERATOR UASKRT 14 7031 BACKING PLATE. 20 d9.32 X .375 PH.. PN. TYPE U 21 7032 STIID BRACKEF(L.H. & R.H.) 22 7R.RR7A ON X 318" RT. PHL SMS 23 701:1 OPERKFOR'IRACK&SLIDER ALARM 24 7022 SNAP-ON HANDLE 25 7023 12"HINGE (HEAVY DUTY) 26 7ION 121T 110 X.300 PH. PHIL 30 5/16" LAMINATED ([18A & DBEs GLASS) .090 LN[ERLAYER - SOLUTIA OR DUPONT PVB 31 5/16.1 AMINAIED ([18HS & Ir9H9O1ASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16- LAMINATED (3/16A & 31T6HS GLASS) .090 rNTPRIAYF-R - SOLUTIA OR DUPON[' PV B 33 7/16" LAMINATED (3/161LS & 3/16IIS GI ASS) .090 INTERLAYER - SOLUTIA ORDUPONT PVB 40 7036 GLAZING DEAD (5116") 41 7042 GLAZING BEAD (7![6") 43 1224 6'TP241 VINYL BULK WSTP IIICK 44 SILICONE - DOW CORNING 899,995 OR EQUIV. 45 PARADOND 46 1634 6163K SET INC, BLOCK 50 7006 SCREEN F14 AML 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLTNF- SERRATED 34 331 60976 CASEMENT SCREEN CLIP 55 78x 121'S'I'WrD 199 X,500 SQ, PN, TFK SKIS 67 7004A 67004 ICASEMENT FRAME. ASSY, TUBI. 68 69 7011 712XIPP7 012 X V PH. PHIL IEK. LACK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 .SNAP-ONT-HANDLE KNOB 72 7019 7FLDHD FOLDLNG HANDLE .706" —"--A .050" -- — .665" 5116"GLA71NG EAD MAT'L: 6063-T6 DWG# 7036 .523" — 1 .050" -- 13 .865° l ® 41 7116" GLAZING BEAD MAT'L: 6063-T6 DWG# 7042 .040" UI .423" �_ 50 CASEMENT SCREEN FRAME MAT'L: 6063-T6 DWG# 7006 03 993" 289" 83 INSTALLATION HOLE COVER 04O" MAT'L: 6063-T6 I DWG# 7007 1 h— .172" .670"- — .050" TF__ .569" 85 13116" GLAZING BEAD MAT'[: 6063-T6 DWG# 7047 .09311--1 67 CASEMENT FRAME ASSEMBLY TUBE MAT'[: 6063-T6 DWG# 7004A rilm I c I NO CMANW rMS SHEET 1070TECHMOJOGYDRNi PARTS LIST CONT. ITEM DWC # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LACK 74 7016 SINGLE LOCK KF.EPCR 75 70834n #8 X „750 QUAD PN SMS 80 700A FIXED WINDOW FRAWC.HEAD, SELL &JAMBS SL 1155 781 POA 98 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION ROLE COVER 87 7047 67407 GLA7.IN(I BL'AD JI31[6" I.G.) 8b 13116" I.G. GLASS (118-1 IS, AIR SPACE, NI6'LAMi) 5116" L.AM$= (2) LITF,S OF 118"HS GLASS WITH AN,0901NTERLAYER - SOLUTIA OR DUI'ON-T PVB 81 13116" I.G. GLASS (118'HS, AIR SPACE, 7/LWI AM471]6" ]AMI _ 3/16A & 3/161IS GIASS WMI AN,090 INTERIAYI7[ - SO[.UDA OR DUPON'I' PVB 88 13/16" 1.0. GLASS (1/8"HS, AIR SPACE, 7116"L.AM47/16" LAM] _ 3/1614S & 31I6HS OLA&S W" AN.090 ]NTERL.AY-ER - SOL(IT'IA OR OUPI)NT PVR 89 7071 67071 CASY.MHNT BACKING PLATE (SEE NOTE 4, SHEET L 3) .706" —"--A .050" -- — .665" 5116"GLA71NG EAD MAT'L: 6063-T6 DWG# 7036 .523" — 1 .050" -- 13 .865° l ® 41 7116" GLAZING BEAD MAT'L: 6063-T6 DWG# 7042 .040" UI .423" �_ 50 CASEMENT SCREEN FRAME MAT'L: 6063-T6 DWG# 7006 03 993" 289" 83 INSTALLATION HOLE COVER 04O" MAT'L: 6063-T6 I DWG# 7007 1 h— .172" .670"- — .050" TF__ .569" 85 13116" GLAZING BEAD MAT'[: 6063-T6 DWG# 7047 .09311--1 67 CASEMENT FRAME ASSEMBLY TUBE MAT'[: 6063-T6 DWG# 7004A rilm I c I NO CMANW rMS SHEET 1070TECHMOJOGYDRNi PARTS LIST & EXTRUSIONS a w 82aw 0 ADDJ UV, TO ITEM 44,S&lWNEANDA0b 7TEJUS 87, 80 AND 89 NOK0mm FI 34275 P.D.agxt52e NOKOMIS, F134274 - ALUM(NUMCASEMENT IMNDOW, IMPACT raiau7rNo crwrrcETHrssHEer 4N: F — !2/77!0? IRa,'blr Bean � r-4.74 —Ai a1 a...w cna4a NTS J2 a 13 70-05.8 PRODUCTILEVISFD 13i"iPlgi"01ri1110:c Florida "i10mq Code Aer_P1a. Tt No JL -.._L' I C). �i4LIIIrr+�1 ` * - No. 50705 71' zl : el _ sin e o tv�� tOnIDK `'',,'LINl�A L .0'," A'ZAmlIlv."L P,E,N 8470 A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM—i r- 3EE NOTE 21 MFF A 1 x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM &SEE NOTE 1 SEE NOTE 4 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK <i ZmIF,►_►q&�:€15 ASEE NOTE 1 ® 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2- i NOTE 4 PiS E NOTE 4 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE W1 WOOD BUCK LESS THAN 1 112" THICK & Y•rSEE NOTE 4 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE 114" MAX. SHIM &SEE NOTE 1 ®1x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ---i ASEE NOTE 1 SEE NOTE 4 1 114- MIN - FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 112" THICK 1 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK A SEE NOTE 4 MIN. FIXED UNIT FRAME TO CONCRETE & SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 112". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 114" ELCO TAPCONS OR 114" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MW73 C MO CHANGE N' @23!05 "1; REWISE NOT roKam,CaGr FC N276 NOxOM75 T5 P.O. BOX 7= ��'■ AMOAUS,. n 34274 l4s4ly B.ff r ANCHORAGE DETAILS ALUMINUM CASEMENT - CA -70 NTS 13 r 13 1. IMPACT 7045-8 Im■u LYNN. NO. 58705 v : Cl - 0'. "%SS/ONALA. 1 E �a P.E.O 50M • Traditional wood loot: %.4ith a nine inch bottom rail • Multi -point stainless steel locking mechanism • Prepped for European sh le hard" are snot included. axailable from select or specialized hardware distributors>- Optional PVD polished gold and PVD satin nickel trimset , are a%ailahle loot included • Unique, continuous gear hinge • Concealed installation screws • Double ogee muntins available • Two different sidelite steles to choose: — Full lamb rshcAvn+ matches door profile — Narrow lamb has slimmer sides providing a wider glass area • Optional laminated insulating glass a'ailahle Product available Willi ETERNA" FINISH VL IIIg0 a rd. C om FRENCH DOORS - SERIES FD750 7 k h- ustorn-made Winward ` Irnpact-Resist,int Wind,-)ays and Doors offer a wide variety of design options to enhance the style, beaut)' and comfort of your home. And our aluminum frames provide low -maintenance, long-lasting beauty. FRAML COLORS Custom Calors Available Emu" ' hm iti•. dable on C4-•10, I'll I I -Of Il i- f1 S(10760' and 11u1;c .I-olors shown may Hary from the actual application WINDOW AND DOOR STYLES DESIGN OPTKX.5 ME ■■■ iii NMI iii 4 GLASS OPTIONS GLASS TINTS COU -MAL BRIT IAN1 G-IITI BR]ITANV 9-UT1 (Ceslo?-I) Muntin style's depicted are on a Single Hung Wind. �.•. Muntins will vary depending on the window style and size Ogee h untins Available in double applied and simulated divided lite (with internal flatbar.) Impact -resistant laminated glass standard Laminated insulating glass optional Clear Gray Green Bronze Obscure (Textured glass for enhanced privacy) Low -E (IG only) AZURLITE' SOLARC00I.` White Interlayer (Opaque interlayer for enhanced privacy) MIAMFM1AM1-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Milani, Floridn 33175-2474 BOARD AND CODE. ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) F�ww.ania�nldadc.eurruer�! Security Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may hnmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including, the High Velocity Hurricane Zone. DESCRIPTION: Series "525 " Aluminum Inswing Doors APPROVAL DOCUMENT: Drawing No. WOS-32 Rev B, titled "Series 525 Alum Inswing Entrance Door", sheets I through 7 of 7 dated 03-25-08 and last revised on MAY 14, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, I'. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: t. See Design Pressure ratings in sheet 2 for unit sizes Vs glazing option. 2. See lock options in sheet G. 3. Elco 5/16" Ultracons anchors applicable at ADA sill only ( see sheets 2 & 3 for details) 4. Standard & ADA sill (threshold) are not rated for water infiltration LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following staternent: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0331.02 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq 1. Chanda, P.E. NOA No 112-0223.23 MIAM UNWip Expiration Date: January 27, 2015 Approval Date: May 24, 2012 Page 1 C7\ Security Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 08-0331.02) 2. Drawing No. W08-32 Rev B, titled "Series 525 Alum Inswing Entrance Door", sheets 1 through 7 of 7 dated 03-25-08 and last revised on MAY 14, 2012, prepared by A1-Farooq Corporation, signed and sealed by Javad Alimad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 08-0331,02) 1. Test reports on 1) Air Infiltration 'Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per >aBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(Not Performed) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FISC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Repoil No. HETI 07-4339, HETI 07-4371, HETI[ 07-4371, HETI 07-4372, HET107-4373and 1-IETI 074374 dated 01/03/08, IIETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated .lune 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS I . Anchor verification calculations complying with FBC2010, prepared by Al Farooq Corporation, dated May 14, 2012, signed and sealed by Javad .Ahmad, P.E. 2. Anchor verification calculations and comparative analysis, complying with FBC-2007, prepared by AI Farooq Corporation, dated 10-15-09 and last revised on 12-01-09, signed and sealed by Arshad Viqar, P.E. (transferred from file #1 08-0331.02) 3. Glazing complies w/ ASTMS -1300-02 & -04 D. QU'AIATY ASSURANCE I . Miami Dadc Department of Pernyitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont Sentry Glass 0 interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 110325.05 issued to Solutia, for "Saflex clear & color interlayer", expiring on 05/2112016. F. STATEMENTS I . Statement letter of conformance to FBC 201.0 and letter of no financial interest, prepared by Al Farooq Corporation., dated 01/17/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, 10/19/09, signed & sealed by Arshad Viqar, P.E, 3. Lab compliance as part of the above referenced test report. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by IIETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 08-0331.02, expiring on 01/27/15. 2. "fest proposal dated 05/01/08 approved by BCCO. 3. Test proposal #07-3758 dated Dec 05, 2007 approved b BCCO. Is aq 1. Chanda, P.E. Product Control Examiner NDA No 12-1223.23 $- Expiration Date: January 27, 2015 Approval Dates May 24, 2012 E - i 3/16` HEA- STREN'D GLASS .090" INTERLA"ER �BUTAC+TE PVB RY 'OUPCNT' 1-3/15" HEAT STREN'D GLASS V 10" 995 2 �il _ t i GLABS ME 'A 7/16" OVERALL LAN. CLASS S/16" HEAT STREN'D GLASS .090" OR .iOD' INTERLAYER +1 `SENTRYCLAS BY 'DUPONT' /1 r-3/'6" HEAT STREN'D CLASS SILICONE 00W 493 s / 17 ~ L 12 �. 1 I g 1 CLASS Types -_!3' 7/16" OVERA_L LAM. CLASS TEMP. CLASS AIR SPACE -.OECORATNE PANEL C -AIR SPACE -5/32• HEAT STREN'D CLASS �,010" INTERLAY111 gUI 3/32" EA- STREN'D GLASS SILICONE DOW 995 6" TEMP. GLASS AIR SPACE ]/16' HEAT STREN'D QIASS 090" INTERLAYER BUTACITE PVB BY 'DUPONT' —3/16" HEAT STREWO GLASS SILICONE DOW 495 \ GLASS TYPR 'C' MASS TYPE 'D' I' OVIRALL LAM INSVL. GLASS ' ` OVERALL LAN. IHSLA... GLASS GLAZING oPT1 M RON STRUCTURAL DEC RATW C,RIL - SOLID ALUM BAR OPTIONAL 4 17 j 5 o � / a 2 A?TF.RA!nmQ G1.h7.1NG DBTAIL CLASS TYPES 'A' &'B' 4/ GRILLE MIN. T1 "WOUCT NQVIRM �M6i6 c .wkh s` nffkL m4ftm t. 2-OZZ3.23 A� Aldo THESE ROOKS ARE RATED FOR LARGE k SMALL M?SSILE IMPACL SHUTTERS ARC NOT ACQUIRED. SEt21R5 525 ALUMINUM INSWING ENTRANCE_,DOOlt DOORS NOT APPROVED FOR INSTALLA IONS WHERE WATER IN'r11'IHAHQN R€SISTA14CE IS REQUIRED, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS INCLUOINC HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. 15UST BE ANCHORED 'ROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LI5`ED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL PE BEYOND WALL ONLSSRtlG (A? STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAI-S ARE NOT PART DF THIS APPROVAL A LOAD DURATION MCRFASF IS IISEO IN DESIGN Of ANCHORS INTO WOOD ONLY. MA7ERiALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT Wr(H WHEN UISSIMILAR MATERIALS SHALL MUT THF REQUIREMENTS OF THE FLORIDA ELDC. GOOF, SECTION 2003.8.4. Engr:' . ARMAT) COWL :ii1. PE 0 7059; I MAY 14 �pf� 39 3/8" MAX. 5 1/2' MAY (x) SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL u MAY BE USED LEAF HEIGHT- FRAME HEIGHT - 1.375" LEAF WIDTH :FRAME WIDTH - 2.812" D.L.O. HEIGHT (DOOR) LEAF HEIGHT - 12" (4` TOP RAIL. 8" BOT. RAIL) D.L.O. WIDTH (DOOR) LEAF WIDTH - 7" DOORS LOAD CAPACITY - PSP + SINGLE DOORS (X) DIMS. „u �oFRAME Ftc GL1SS TYPE GLASS TYPO GLASS TYPES DOOR DIMS. 'A' 'B' 'C" & `D" FRAME WIDTH FRAME HEIONT (+) INT.(-) EXT.(-) INT.(-) W.(+) 81T.(-) 39-3/8' 97-3/4" 70.0 70.0 80.0 80.0 00.0 BOA 39-3/8" 108' 70.0 70.0 80.0 1 60.0 - - LEAF HEIGHT- FRAME HEIGHT - 1.375" LEAF WIDTH :FRAME WIDTH - 2.812" D.L.O. HEIGHT (DOOR) LEAF HEIGHT - 12" (4` TOP RAIL. 8" BOT. RAIL) D.L.O. WIDTH (DOOR) LEAF WIDTH - 7" �{! - - - + 76' MAX. DIMS. „u �oFRAME Ftc IJO _ WIDTH? FRAME HLIGH7 13 3/4” SILL CORNER ANCHORS tylrMF.. FMh a ly Z 0 f MAX. CA HEAD SILL 80.0 AT AOA THRESHOLD ONLY E a v `' SEE SHEET 3 FOR DETAIL Q 35 9/15 MAX. AND SILL DURING PERIODS OF HURRICANE WARNING. V)� � 0 ii OOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (5) AT 3" O.C. I v (^X) IL it ? - HEAD ANCHORS AT STILE ENDS a: 0_.(8) AT 3" O.C. (� moi I�E K P ao�^, d I-- n \ I / � r W (LV m X. �+ IlL1CTNE ACTIVE �.. regnutTL:xvlcw) W0a � ,n J h +� I I SEE SHEET 6 FOR LOCKING OPTIONS �{! + AT ACTNE & INACTIWE LEAFS. DIMS. GLASS TYPE GLASS TYPE 'A' 'B° IJO FRAME WIDTN FRAME HLIGH7 T.(-) EXT.(+} INT.(-) EXT.(+) FN SILL CORNER ANCHORS tylrMF.. FMh a ly O.L. ORD, �I •�+r \\ 70.0 70.0 60.6 90.0 80.0 AT AOA THRESHOLD ONLY NOTE: FLUSH FLUS AND LOCKS MUST BE ENGAGED HEAD 708" v `' SEE SHEET 3 FOR DETAIL // 35 9/15 MAX. AND SILL DURING PERIODS OF HURRICANE WARNING. V)� � OadkF OOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (5) AT 3" O.C. I v (^X) \ K P ao�^, n \ I / � r W (LV m X. �+ IlL1CTNE ACTIVE �.. regnutTL:xvlcw) W0a � ,n J NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5-DEC-214 Elge; IAVA0 MMAD oft s 6L GE' ! 70994 L.AR.�38 1 ` AY:i 4'20iz P I e arowing no. W08-32 11 DOORS LOAD CAPACITY - PSR DOUBLE DOORS (XX) DOOR DIMS. GLASS TYPE GLASS TYPE 'A' 'B° 26 9/16" MAX. FRAME WIDTN FRAME HLIGH7 T.(-) EXT.(+} INT.(-) EXT.(+) FN SILL CORNER ANCHORS tylrMF.. FMh a ly O.L. ORD, 87-3/4' 70.0 70.0 60.6 90.0 80.0 AT AOA THRESHOLD ONLY y 708" 70.0 700 60.0 BO.D - SEE SHEET 3 FOR DETAIL 35 9/15 MAX. OadkF OOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (5) AT 3" O.C. v (^X) NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5-DEC-214 Elge; IAVA0 MMAD oft s 6L GE' ! 70994 L.AR.�38 1 ` AY:i 4'20iz P I e arowing no. W08-32 11 DOORS LOAD CAPACITY - PSR DOUBLE DOORS (XX) DOOR DIMS. GLASS TYPE GLASS TYPE 'A' 'B° I PLASS TYPES 'C' k "D' FRAME WIDTN FRAME HLIGH7 T.(-) EXT.(+} INT.(-) EXT.(+) FN EXT.(+) INT.(-) 70' 87-3/4' 70.0 70.0 60.6 90.0 80.0 00.0 78" 708" 70.0 700 60.0 BO.D - - NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5-DEC-214 Elge; IAVA0 MMAD oft s 6L GE' ! 70994 L.AR.�38 1 ` AY:i 4'20iz P I e arowing no. W08-32 11 IBP OR 7RY TYPICAL ANCHORS W000 B4G1cS_ SEE ELEVATIONS SEE NDTf BE. � FOR SPACING Ed. + TYPICAL ANCHORS SEE ELFVATICNS FOR SPACINO POURED h HARDENED TrGH STRENGTH GROUf Pc = 5000 PSI MIM. NOT OY S.LW, MUST TRAN5FLH ZSHLAR LOADS TO CTRIu:TuRE PETAL SIRUCTURF. TYPICAL ANCI'ORS OR APP EDMULLION SEE ELEVATIONS i/$• THK. MW. Wf B. FOR SPACING _ ,LAMBS SUBSTRATE LAIN, EMBLU, MIN. L'DGE DST, MIN. EMBED, MIN. EOG? DIST, MIN. EMBED. MIN, EDGE DIST. MIN. EMS60 EDFE OLS_fi. , y WOOC m � lit TYPIOAf ANCHORS SEE ELEVATION$ 'COMCI FOR SPACING M.A. N.A. i 3 KSI A � I I 1/2- - 2. 1/Z' CONCRETE I- /4' 2N1/2' �1-3/4' 2N /2' NA NA 1-1/4' 5/16- CIA. ULINAL'CNS DY FICO (Fu -l77 H51, Fy-1S8 KSI) WOOD N.A. _NA N.A. MA N.A. NA NA N.A. N.A. NA N.A. NA NA NA N.A. NA. MASONRY N.A. CONCRETE NA. M.A. N.A. NA 1-1/4` 2-1/2° N.A 1/4" CIA SELF DRILLINC SCREWS (GRA]C s CRS) METAL 1/$" _. 3/4' N.A. NA NA N.A. v 3/4' POURED h HARDENED TrGH STRENGTH GROUf Pc = 5000 PSI MIM. NOT OY S.LW, MUST TRAN5FLH ZSHLAR LOADS TO CTRIu:TuRE TYPICAL ANCHORS: PETAL SIRUCTURF. OR APP EDMULLION i/$• THK. MW. Wf B. AT HEM AT STD. SILL AT ADA. SILL AT ,LAMBS SUBSTRATE LAIN, EMBLU, MIN. L'DGE DST, MIN. EMBED, MIN. EOG? DIST, MIN. EMBED. MIN, EDGE DIST. MIN. EMS60 MIN. EDGE LIST a M 4 5 WOOC m � lit TYPIOAf ANCHORS SEE ELEVATION$ y P3 FOR SPACING M.A. TYPICAL ANCHORS: SEE ELEv. FOR sPAcING MASONRY = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - Fa . 3000 PSI MIN MEAL = 1/9'M[N. TH.K. STEEL Fy - JB KSI MIN. ANCHORS TYPE AT HEM AT STD. SILL AT ADA. SILL AT ,LAMBS SUBSTRATE LAIN, EMBLU, MIN. L'DGE DST, MIN. EMBED, MIN. EOG? DIST, MIN. EMBED. MIN, EDGE DIST. MIN. EMS60 MIN. EDGE LIST 1/4" DIA. ULTRACONS BY 'ELCO' (Fu -177 KSI. Fyr155 KSI) WOOC 1^3/4" 1• N.A. N.A M.A. N.A. 1� �1 A � I I 1/2- - 2. 1/Z' CONCRETE I- /4' 2N1/2' �1-3/4' 2N /2' NA NA 1-1/4' 5/16- CIA. ULINAL'CNS DY FICO (Fu -l77 H51, Fy-1S8 KSI) WOOD N.A. _NA N.A. MA N.A. NA NA N.A. N.A. NA N.A. NA NA NA N.A. NA. MASONRY N.A. CONCRETE NA. M.A. N.A. NA 1-1/4` 2-1/2° N.A 1/4" CIA SELF DRILLINC SCREWS (GRA]C s CRS) METAL 1/$" _. 3/4' N.A. NA NA N.A. I/e' 3/4' 1,5 + d IY56 3/36" DIA ULIRACON v " ° -__AT AOA S LL ONLY ' SF£ ELEVATIONS FOR SPACING ADA 'EHR6:S7{011) 'CNIL Irt .1cSSp ��592 C.AN. P. MAYLIM �NA:ourF MAivlc4ta • wpyt.11.Htll nR rleya. IWNIN11Cvds A-s+P4MR,t Nf -0 Z -Z3 �w1•.N�. tMRr mar Harr 11 aIR,� drowiny no � W08 -- 32 shoe! 01� 77 WOOD - 23Y WOOD BUCKS DN WOOD STRUCTURE S.G. - DZMIN, MASONRY = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - Fa . 3000 PSI MIN MEAL = 1/9'M[N. TH.K. STEEL Fy - JB KSI MIN. MWAI-DADE COUNTY APPROVED MULLION 1/B• MN, THK. IBM OR 20Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.LW. MUST SUSTAIN LOADS IMPOSED BY CLA2sNC SYSTEM AND TRANSFER THEN TO BUILDING STRUCTURE. ANCHORS MAY BE HEX DR FIAT HEAD. II I. d• JJ1I —'41 u f4i1 1� �1 � I I `♦ -Lol- 1,5 + d IY56 3/36" DIA ULIRACON v " ° -__AT AOA S LL ONLY ' SF£ ELEVATIONS FOR SPACING ADA 'EHR6:S7{011) 'CNIL Irt .1cSSp ��592 C.AN. P. MAYLIM �NA:ourF MAivlc4ta • wpyt.11.Htll nR rleya. IWNIN11Cvds A-s+P4MR,t Nf -0 Z -Z3 �w1•.N�. tMRr mar Harr 11 aIR,� drowiny no � W08 -- 32 shoe! 01� 77 LOCK OPTICNS .__ DOOR LEAF WIDTH i SEC SHEET 6t W, 1/2" AIA%. iQ ACTIVE LEAP SHIM z $kIFJ .' 3 24 3L.0 2 � J B .. I 2- WOOD 8:JC1f Q b 000 STRUCT E - - a TYPICAL ANCHORS: .t�: � _' - ;� / SEE ELEY FOR SPAC:NO m C0.?a oagp - F �uDIkUCT 41tV9GHO IL i ,� � ,$ . - wulVlf'1^t. w11A l4 lFrM� � m m c w �._� _.. -. - 9w1d1r1{CbYr OZ2 •27i Q w '� f r a 9 EXTERIOR S TYRCAL ANCHORS L � �am -SEE SPACING FRAME W14TH (%) - FOR SPADING 0 7O_ LOCK. OPTIONS METAL STRUCTURE SEE ON /-APPROVED /-APPROVED MULLION 0 %' M 1/2" MAK, 1/8" THK, MIN. C] Q _ DOOR LEAF WIDTH _ 3/8" MAx, F % SHIM .��_. O SHIM SPACE I r I, w 3 24 INACTIVE LEAF 1 6 ACTIVE LEAF � �= n O.L.O. SJ � O.LO. � H L? U ar fi61 w000 SUCK`\ i -- '---- -_ a �rsv rYPICAL ANCHORS SEE ELEV.- ALTERNATE _OCATION FOR SPACING ---- c - -- -- FOR ANCI IORS � B 9� FRAME WIDTH (%%) EILTERIOR \ TWI Elm CHORS ¢ $ v ( _ _ FOR SPACING Enyr: ,tAY�,Ay4AD II � CNNS� s l' Oro g na. W08-32 Miir 1 4 M? 4.412-- -- - .094 TYP. .750Ll - 102 1,000• �. 2.122-�1 DOOR FRAME IICAD/SILT 1 (29) THRESHOLD/SIAL RAME JAMB I-) TOP/BOTTOM RAIL 4.50() s_sca 6.000 8.0{00 I _1 100 TYP L_.� 1900-a a, BOTTOM RAIL 4.040 —�j POW 078 .125 TYA. s) HINGE/LOCK STILE 1.aoa� -•.562 1 1 1 1 I 1 I I Imo— 3.000 —�•� -) FI-USH BOLT BLOCK orb I � 11070L SNAP COVER 060 .930 Fes -•2.0[0- JAMB SCREW COVER 662- 11 662- _- T 1.000 s.365 11.218 Iz I.J. 1 L_ I 13G5 .0983 � �� 1.00a INTERIOR GLASS STOPS .662 r 1.196 _.080 1.365 922 ,�3 --III F- ! 1.365 --1 x-,144 EXTERIOR CLASS STOP /\e N a � i I -FIX JJ Jn � RA ! 704X2 Z< G p4n O lK1UAUl`f IfkV1YHP r++Mybrl� wM IM Mlerllk, V � Z N J �, � W ■`Acr�rt.: �i1.. 0: T .� zro273.2 � r~j z pec' F,.p}rs14w IlM+t a u m N 4S" �� •i1 � VP'' O � 1/ioor Eteyw �A4Vb 4EWA0 � i I -FIX RA ! 704X2 lheC W0$-32MAY Y.4 .917, 5 oc 7 G9Qi5; ACTIVE LI UPTiC•N all 3 >UNTLOCK ASSEMBLY (MIC055) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH SOL75 CONNECI6U IU LOCK KEY OPERATED ON EXTERIOR AND THVIAD TURN ON INTERIOR AMU=NGAGING FRAME. AT HEAD AND SILL QEDON 12: LOCK ASSEMBLY (KI -4027 & KP4028) DY 'HWIKSET- WITH THROW BOLT AT 39--1/2' FRCM BOTTOM KFY OPERATED ON EXTERIOR ANO THUMB TURN ON INTERIOR MANJALLY UwI:RAIEO FLUSH BOLTS LOCATFF. AT 13-1/2- FROM BOTTOM AND 34" FROM TOP. _OPTKIN 13 LOCK ASSEMBLY (W5110—STACT6) BY 'ASHLANO' WITH THROW BOLT AT 3S -d/2" FROM BOTTOM Fl.OSr BOLTS CC14NECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERK)R AND ENGAGING FRAME AT HEAD ANI) SILL INACINE .£AF CONCEAI.EO FLUSH BOLTS (FO -1202-914) BY 'SULLIVAN & ASSOC., MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-'/2- FR.'1M BOTTOM AND 34" FRCM TOP NOTE: IOCKS MUST BE ENGACED DURING P000S OF HURRICANE WARNING. Pl1lM / PART / I R6Q0. T1TL9CRIPTio MAMI[AL XANP./SUrrUEK/R6XAftM 141mlV v 2 OWF013 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH b00R FRAME HEAR/SILL 6093-76 H(NC S: SMALL JOINT SLALLN. .T OwF-cos _1 2/0OOR FRAME JAMB 6063-T6 - - �- - 4 OvfF-002 1/ LLAF DOOR TOP/BOTTOM RAIL 6063-T6 m S DWF--003 1/ LEAF DOOR BOTTOM RAIL 6063 -Tb Q R � 6 DWF-00! _ 2/ LEAF HINGE STILE/LOCK STILE - -- 6063 -TB C Z N V 9 IDWF-- ll AS RE011 SCREW COVER_ 6063-T5 - a IL u 11 D1rF-012 AS RE00. SH/4' COVEN 6063 -TS 12 CA7"F-005 AS REGO. INILIGOR GLASS STOP 6063-T3 120_ DWF-024 AS RLOU. INTEROR GLASS STOP 6085-15 - O 8 a 13 DwF-004 AS REM EXTERIOR GLOSS STOP 6063-T6 Q h' n 13A SRY533 AS REOb. "TERM CLASS STOP 6063-T6 15 32062 - FOAM -TITS w'STRIPPING 'AMYL AMESBURY LL 4 G I 16 0227X184 - O-LON 2 W'STRIPFING VINYL SCRLCOCL 17 5101-8 AS RE00. OL455 STOP CASKET-- SAMTOPRCNC BY CENTRAL PLASTCS IQ 18 .T67 • .520 HT_ AS ROD. FINSEAL PILE ATSTRIPPINC — - ULTRAFAS _ LL Z. � 19 .187 x .200 7R. AS ROD. FTNSEAL PILE W'STRIPTNNG - ULTRAFAB Qui s 21 aTB k 1/2" AS READ. CLASS STOP SCREWS SELF DRILLING Y Af 8" FROM ENDS & 10- P.C. M. AX ~ I• `22 117 % I-1/4" HK. TVMTEL. SCREWS PH SW - AT 0" FROM ENDS & 17" O.C. MAX. -'--`- 24 S344HO 4/LEAF BUTT HINGES - SrrAMLESS S1 26 112 X 2- 2/ CORNER FRAME ASSEMBLY SCREWS --ST. STEF.I, PH SMS 3 m 27 /12 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS _ ST. STEEL PH SMS _ 26 /12 X 1/2" AS REDO. MV40C ASSEMBLY SCREWS ST. SILLL FH M5 TYPE 23 J p _26 20305 AS REGO. THRESHOLD/SILL - as In �a _6063-T6 30 OT3019AV36 AS ROOD. DOOR SUM SW_fEP A-UM/VINYL BY CRL H1 __ 31 SIW 521 - FLUSH BOLT 13LOCK 32 12 - FLUSH BOLT5 - SULUVAN & ASSOC. 3] M7605$ - 3 POWT LOCK ._. .�. - AD" RITE �� m •1 - � S m SEALANTS; � � o py ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �� yV08-32 H(NC S: SMALL JOINT SLALLN. w gg 4" X 4" ST. STEEL BUTT HINGES (DS84NB OR S4411D)¢ AT 13' FROM TOP AND BOTTOM ENDS AND 28-5/8" C.C. M0%. HINGE ATT14ZNM TO DOOR FRAME AND DOOR STILE C -�T USI+dG (4) 012 X '" FK MS 3 HINGES PER LEAF UNTO 6/6 HIGH DOORS 4 HINGES PER LEAF DOORS H1G+ICR THAN G/G Gy1 C �'��^^ tLiUGLItT MA.VI�ITA xsi�W7L4L r11A PYe FTYM C 6wldy frd. no»14..xN.12-07.23 23 =L—n3 Z •1 - Cng+:.IA%AG AHµAD 1n R A 70592 ' 6.A,N..3;3V py Crowing no. L/ �yV08-32 I/x' Mur 6-7) # u 1/8" iNK. ALUM PLATE-- z JOt 1/2' THRFAII£0 ROO 8 Q a a o IL 0 \iFy 08 O O e1 PJ' O C 8 f 0 01. lYa oN 3w U. to0 WE Jl7 s1Q _ J .t :. t_IT FRAME TOP CaRNEFi PRODUCT11Yvb►m �; L ee.rtiyyt.�-tr tr wuiw -� IIrk111R Cale 7008 70P CORNER A. � � Z • 2 s, :: � �'i� tr �, . c v! o • , w #8 x 1/2" Fal M$ D z 2 PFA SIDE y U Z I1I{I f aim v�irna � r R^n < f` t zs yy N ALUM ANGLE TiJRFSMdIA C:dRNF"k FL DOORTT. M RNE f�RME B01T0M CORNER drewing no, �,A�Y ��a�� . wog-3z] ehnel � of 7 1-- 4 17 NanaWklmi, MIAMFIC+h14DE MIAN11-DADS: COUNTY LWAUJAU PRODUCT CONTROL SFCTION PKPARTMENT OF PERM I`I"I ING, ENVIRONMENT, AND REGULATORY t 1805 SW 26 Strecl, Rooni 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-25W F(786)315-2509 NOTICE OF ACCEPTANCE (NOA) mulflami,dade.goy/imr Nana Wall System Inc. 707 Redwood highway Mill Valley, CA 94941 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI -11). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such Product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ]DESCRIPTION: Series "SI -73" Aluminum Outswing Folding Doors-LMi APPROVAL DOCUMENT: Drawing No. 1635 A, titled "SL -73 out -Swing Impact Folding Panels", sheets 1 through 8 of 8, dated 11/23/09 and last revised on DEC 19, 2011, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. ADA/Flusli Saddle Doors are not approved for water resistant unless complies w/ FBC requirements. 2. Max panel width= DLO width+8.125" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Richmond, CA or Bissendorf, Germany 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 alter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the iiser 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 # 10-0322.19 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 11-1024.05 MIAMI-DADECOUNTY Expiration Date: August 11, 2015 . ► Approval Date: January 12, 2012 e Page I Nana 'Wall System Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I . Manufacturer's die drawings and sections. (transferred from file # 10-0322.19) 2. Drawing No. 1635 A, titled "SL -73 Ont -Swing linpact Folding Panels", sheets I through 8 of 8, dated 11/23/09 and last revised on DEC 19, 2011, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. (This revision consists of FBC 2010 & glazing bead/gasket as verified by lab) B. TES'T'S 1. Test reports on: 1) Air Infiltration Test, per 1713C, TAS 202-94 2) Uniform Static Air Pressure "fest, I..oading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Small Missile Impact Test per FRC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FISC 2411 3.2.1, TAS 202-94 along with installation diagram of aluminum outswing folding door, prepared by Architect Testing, Test Report No(s). 91077.01-301-18, dated 06/15/09 with revision 3 dated 03/09/10, signed and scaled by Tyler Westerling, P.E. and Joshua M. Royce, P.E. (The test report have addendum letters dated Oct o6, 2011, related to glazing bead & gasket material & marked -up Dwgs and dated 06116/10, issued by Architectural Testing, signed & sealed by Tyler Westerling, P.E. and Michael D. Stremmel, P. F., respectively) C. CALCULATIONS 1. Statement letter of conformance to FBC 2007 and FBC 2010, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated OCT 18, 2011, signed & sealed by Warren W. Schaefer, P.E. 2. Anchor verification calculation dated March 16, 2010 and revised on June 08, 2010 complying w/ FISC 2007, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. (transferred froin file #' 10-0322.19) 3. Glazing complies w/ ASTMS -1300-02 & -04 D. QUALITY ASSURANCE 1. Miami bade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CER'T'IFICATIONS 1 Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNernours for "SentiyGlasPlus", expiring on 01/14/2012. 2. Test report No. 60520.01-106-18 dtd 11 /09/06, issued by Architectural Testing for " Tecatherm 66 GF (insul bar material) for Xenon Arch weathering per ASTM G-55, tensile test per ASTMD-638, smoke density per AS'TMD-2843, rate of burning per ASTMD-635 & self ignition test per ASTMD-I929, signed and sealed by Joseph M. Brickner and Todd D. Burroughs. 3. Marked -up Tremco (IPDM) technical data sheet, issued by .Architectural 'Testing. F. STATEMENTS 1, Statement letter of conformance to FSC 2010 & "No financial interest, prepared by W. W. Schaefer Eng. & Consulting, P.A., dated OCT 18, 2011, signed and sealed by Warren W. Schaefer, P.E. 2. Distribution agreement between Solarlux Nana Mfg. LLC, Richmond, CA and Nana Wall System Mill Valley, CA. 3. Distribution agreement between Solarlux Nana Mfg. LLC, Bissendorf, Germany and Nana Wall System Mill Valley, CA. G. OTHER 1. This NOA revises NOA # 10-0322.19, expiring on August 11, 2015. 2, Test proposal # 09-0568 dated May 26, 2009, approved by BCC0_� Ishaq 1. k.hands, P.E. Product Control Examiner NOA No 11-1024.05 Expiration Date: Angust 11, 2015 Approval Date; January 12, 2012 E-1 GENERAL NOTES: 1. THESE DOOR SYSTEMS HAVE BEEN BESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN W THE "ALLOWABLE DESIGN PRESSURE TABLE(S). 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TD TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE. IN ACCORDANCE WITH THESE DRAWINGS & SHALL NET VARY UNLESS SPECIFICALLY MFNTIONFD ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FCR WA1ER. AIR. IMPACT. CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BLALDING COOL PROTOCALS TAS -201, 302 & 203 FOR IARCE WSSILE IMPACT DOORS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED N ACCORDANCE WITH AND MEET THE REOULREMENTS OF THE FLORIDA BUDDING CODE (FBC) INCLUDING NOT VELOCITY HURRIAFIE ZONES (I*iZl & IMPACT SHUTTERS ARE NOT REQUIRED JITIA T14FSZ DODRS, 7. ALL ANCHORS SECURING DOOR FRAME TD PRESSURE TREATED BUCKS OR WOOD FRAWNG SNAIL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREAING CHEMICALS N THE WOOD. & DETERMINE TIIE POSITIVE & NEGATIVE DESIGN LOADS 10 USE WHEN REFERENCING THESE DOCUMENTS N ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDA'CC WITH THE FLCRIOA BUILDING CODE, A DRIECTIONAUTY FACTOR OF Kd = 055 MAY BE APPLIED PER THE ASCE-? STANDARD. B. NO INCIMSE IN ALLOWABLE STRESS HAS BEEN USED N THE CERTIFTCATKIN OF THIS PRODUCT. WINO LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY, 10. MATERIALS, INCLUDING BUT NOT UMITEO TO STEEL SCREWS. PIAT COME INTO CONTACT WITH OTHER OSSIMILN{ MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BULGING CODE CHAPTER 20. HINGE REQUIREMENTS_ 5 PER PANEL (ALL PANEL SIZES) PLACED APPROXIMATELY 5" As 13" FROM TOP & BOTTOM & AT MIDDLE OF PANEL FRAME ANCHOR R FRAME OPENING TYPE (SUBSTRATE) MIN, 2X4WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) MIN. 15 GA. 33 KSI METAL STUD MIN. I/6" THK A36 STEEL MIN. 1/8" THK 6063-T5 ALUM. MIN. C-90 CMU MIN. 2500 PSL CONCRETE (3) MIN. 2X6 WOOD FR. (MIN. GR. 3 & MIN. 18 GA. 33 KS - —. - - 155 13/16" MAX. FRAME MNIOTH - -- 5" MAX. -� IT �I I3 I � .3�� Al 3� � - 5" MAX. „I rr aV U) a � ICC Ifi p< B N¢ 5 x # p J 0 �CIE w yy � uo GO M1 m -L-_ I" MAX. i- P 14" MAX O.C. _ 4" MAX. SEE CORNER -g a CONSTRUCTION DESCRIPTIONS ON THIS SHEEP EXTERIOR ELEVF,r�ON; FRAME sGREws WHERE REMENTS TABLESHOWN. SEE "FRAME -- - !2 DIREC-90N FOLDING PANELS) ANCHOR REQUIREMENTS NEWS SCALE: 1/2" = 1'-0" TABLE" ON THIS SHEET UMINIUM FRAME TO OPENING FASTENER TYPE EMBEDM EDGE MDEIST. FOR REQUIREMENTS MINIM PRESSURE f SINGLE SCREW ROW N0. 14 SMS OR WOOD SCREW 1 1/4" 3/4" 1/4' GR. 5 SELF TAP DRILL SCREW FULL 1/2- OPPOSITE OPPOSITE C FULL 1/2" D 1 1/4- 2 t/2° C B 9 S N0. t0 SMS OR WOOD SCREW 11 1/4" 1 3/4" 6 28 3/8 75.8 7 )5 a /:1 Ann ' —^T 5 � 5 ~ 2t 2 LOCK HINCE LOCK MIDDLE ANCHOR SHOWN AT MEETING STILE END LOCATIONS IS ONLY REQUIRED WITH SINGLE 31 3/8" ROW ANCHOR CONDITION (N/A MAX. D.L.O- WITH DOUBLE ROW ANCHORS) 21 21 HINGE HINGE %/ %1 I" MAX. i- P 14" MAX O.C. _ 4" MAX. SEE CORNER -g a CONSTRUCTION DESCRIPTIONS ON THIS SHEEP EXTERIOR ELEVF,r�ON; FRAME sGREws WHERE REMENTS TABLESHOWN. SEE "FRAME -- - !2 DIREC-90N FOLDING PANELS) ANCHOR REQUIREMENTS NEWS SCALE: 1/2" = 1'-0" TABLE" ON THIS SHEET UMINIUM FRAME TO OPENING FASTENER TYPE EMBEDM EDGE MDEIST. FOR REQUIREMENTS MINIM ATN. 1/a" THK A36 STEEL NO. TO GR. 5 SELF TAP DRILL SCREW FULL MIN, 1/B" THK 6063 -TS ALUM. ND. 1D GR. 5 SELF TAP/DRILL SCREW FULL MIN. C-90 CMU (2) 1/4" CONCRETE SCREW 11 1/4" MIN. 2500 PSI CONCRETE (2) 114.' CONCRETE SCREW ll 1/2" (1) WHEN SINGLE SCREW ROW ANCHORING METHOD IS USED SCREWS MUST HAVE A 03/4" O.D. FLAT WASHER AT THE SCREW HEAD. (2) CONCRETE SCREWS SHALL BE ELOO ULTRACONS, ITW RAMSfT/RED HEAD TAPCONS OR HILTI KWIK-CON 11 (IIARDENED STEEL OR (3) 2116 WOOD DUCK MAY BE RIPPED DOWN TO 4 1/2." PROVIDING THAT REVD SCREW TO DUCK EDGE DISTANCES ARE MAINTAINED. CORNER CONSTRUCTION: FRAME IWITH STANDARD RAISED SILL)_ MEMBERS ARE MITERED, BUTTED & JOINED VIA (2)TWO CORNER KEYS (ITEM 012) EACH CORNER KEY IS SECURED WITH (2)TWO 11I X 3/4' BRASS CONE P{NS. CORNERS ARE SEALED VATH SJUGONE SEALANT. FW58 MQDLEjILL' MEMBERS ARE SOME CUT. BUNTED & JOINED VA AN END CAP WITH (3)THREE I/S' X sJ8^ FHTF SCREWS AT THE SILL & (2)TWO 1/8- X 5/e' FHTF SCREWS AT TTL VERTICAL MEMBER, CORNERS ARE SEALED WIT" A CUSHRRI WEATHERSTRIPPING. MNL TD STILE. MEMBERS ARE MITERED, BUTTED & JOAED VIA (2)TWO CORNER KEYS (REM #13 & J;4) THE CORNER KEYIS SECURED BY CRIMPING (2)TWO LEGS EACH PANEL. CORNERS ARE SEALED WITH SILICONE SEALANT. A WSPRIATION OF A OTHER PRODUCT NOR M BE USCO EOR RMIONAL AND/OR LOCM. APPROVAL N PRODUCT NOT PRODUCED BY THE MANIJFACNRE (2) ALLOWABLE DESIGN PRESSURE (APPLICABLE TO SINGLE OR DOUBLE ROW OF SCREWS). PWDUCeaENF'EtIEL1 M1"'Pb'I.S V.Ah HVc nor%% solfOt Cak Aw � vi '/ Z S LF hLdaE1CM' SINGLE SCREW ROW N0. 14 SMS OR WOOD SCREW 1 1/4" 3/4" 1/4' GR. 5 SELF TAP DRILL SCREW FULL 1/2- 1/4- GR. 5 SELF FAP DRILL SCREW FULL 1/2" 1/4" mi. 5 SELF TAP RILL SCREW FULL 1/2" (2) 1/4" CONCRETE SCREW 1 1/4- 2 t/2° (2) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" DOUBLE SCREWIlk ROW N0. t0 SMS OR WOOD SCREW 11 1/4" 1 3/4" ATN. 1/a" THK A36 STEEL NO. TO GR. 5 SELF TAP DRILL SCREW FULL MIN, 1/B" THK 6063 -TS ALUM. ND. 1D GR. 5 SELF TAP/DRILL SCREW FULL MIN. C-90 CMU (2) 1/4" CONCRETE SCREW 11 1/4" MIN. 2500 PSI CONCRETE (2) 114.' CONCRETE SCREW ll 1/2" (1) WHEN SINGLE SCREW ROW ANCHORING METHOD IS USED SCREWS MUST HAVE A 03/4" O.D. FLAT WASHER AT THE SCREW HEAD. (2) CONCRETE SCREWS SHALL BE ELOO ULTRACONS, ITW RAMSfT/RED HEAD TAPCONS OR HILTI KWIK-CON 11 (IIARDENED STEEL OR (3) 2116 WOOD DUCK MAY BE RIPPED DOWN TO 4 1/2." PROVIDING THAT REVD SCREW TO DUCK EDGE DISTANCES ARE MAINTAINED. CORNER CONSTRUCTION: FRAME IWITH STANDARD RAISED SILL)_ MEMBERS ARE MITERED, BUTTED & JOINED VIA (2)TWO CORNER KEYS (ITEM 012) EACH CORNER KEY IS SECURED WITH (2)TWO 11I X 3/4' BRASS CONE P{NS. CORNERS ARE SEALED VATH SJUGONE SEALANT. FW58 MQDLEjILL' MEMBERS ARE SOME CUT. BUNTED & JOINED VA AN END CAP WITH (3)THREE I/S' X sJ8^ FHTF SCREWS AT THE SILL & (2)TWO 1/8- X 5/e' FHTF SCREWS AT TTL VERTICAL MEMBER, CORNERS ARE SEALED WIT" A CUSHRRI WEATHERSTRIPPING. MNL TD STILE. MEMBERS ARE MITERED, BUTTED & JOAED VIA (2)TWO CORNER KEYS (REM #13 & J;4) THE CORNER KEYIS SECURED BY CRIMPING (2)TWO LEGS EACH PANEL. CORNERS ARE SEALED WITH SILICONE SEALANT. A WSPRIATION OF A OTHER PRODUCT NOR M BE USCO EOR RMIONAL AND/OR LOCM. APPROVAL N PRODUCT NOT PRODUCED BY THE MANIJFACNRE (2) ALLOWABLE DESIGN PRESSURE _ 1)MAX. MAX. ALLOWABLE FRAME D_L.O. - PRESSURE HEIGHT WIDTH (PSF) POS. NEC. 3i 3 B 70.0 7 99 7/8 28 3/8 75.8 7 )5 a /:1 Ann ' e 93 7/8 87 7/8 82 7/8 28 3/8 80A 96.0 (1) FRAME HEIGHT SHOWN CONSIDERS THE CONDITION WHEN ADA SILL IS USED. FRAME HEIGHT IS 9/16" LESS WHEN STANDARD SILL IS USED. (2) WHEN AN AOA/FLUSH SADDLE SILL IS USED, THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED BY THE DOOR UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THEY ARE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FDC CHAPTER 24. `"J � B3�H y-zAv =U III= �7j•ui CJ �ut� � SHEET NO. 1 OF 8 5" MAX. 155 7/15" MAX. FRAME WIDTH 116 3"3"3'3" 3"3"3"3" 3'3"3'3" 5" MAX. 5" MAX. 3'. �L L - A2 I I I 444r,& Aat�a EXTERIOR ELEVATIQN: (1 DIRECTION FOLDING PANELS) SCALE: 1/2" = 1'-0" 4" #AAX. SHOWN. SEE "FRAME ANCHOR REQUIREMENTS OPPCSIIE EXTERIOR ELEVATION: F � OPP05HE OPPOSIYE LOCKING TO JAMB) C G 6 F r C � C B 23 577 t4" MAX. � r L. 5 25 2 21 22 �ti LOCK HINGE MIDDLE ANCHOR SHOWN I.00R MEETING STILE ENO LOCATIONS E � rn �n rn IS ONLY REQUIRED WITH SINGLE m ROW ANCHOR CONDITION 4MAX. I-..�. WITH DOUBLE ROW ANCHORS) MIDDLE ANCHOR SHOWN AT 21 MEETING STILE END LOCATIONS / HINGE I HINGE IS ONLY REQUIRED WITH SINGLE ROW ANCHOR CONCHION (N/A WITH DOUBLE ROW ANCHORS) 21 HINGES/ 444r,& Aat�a EXTERIOR ELEVATIQN: (1 DIRECTION FOLDING PANELS) SCALE: 1/2" = 1'-0" 4" #AAX. SHOWN. SEE "FRAME ANCHOR REQUIREMENTS n EXTERIOR ELEVATION: F � OR DOUBLE ROW OF LOCKING TO JAMB) a F ¢ .n = G 6 r C � o 23 22 t4" MAX. � r L. 25 HaxoLE �ti n MIDDLE ANCHOR SHOWN AT MEETING STILE ENO LOCATIONS � rn �n rn IS ONLY REQUIRED WITH SINGLE m ROW ANCHOR CONDITION 4MAX. I-..�. WITH DOUBLE ROW ANCHORS) 11/16" MAX. FRAME WIDTH 3� 3 _L L�"L3"L3y Al � 5" MAX. �III,I 5 �— h" MAX. OPPOSRE OPPOSRE G B v Xf SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR EXTERIOR ELEVATION: F DIRECTION FOLDING PANES WITH SWING PANE. OR DOUBLE ROW OF LOCKING TO JAMB) SCREWS). SCALE: 1/2" = 1'-0'" (ACTIVE SWING DOOR SHOWN WITH MULTI -POINT LOCK. 23 22 LOCK \ L. 25 HaxoLE / MIDDLE ANCHOR SHOWN AT MEETING STILE ENO LOCATIONS IS ONLY REQUIRED WITH SINGLE ROW ANCHOR CONDITION (N/A WITH DOUBLE ROW ANCHORS) 21 21 / HINGE I HINGE FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR EXTERIOR ELEVATION: REQUIREMENTS T (1 {APPLICABLE TO SINGLE DIRECTION FOLDING PANES WITH SWING PANE. OR DOUBLE ROW OF LOCKING TO JAMB) SCREWS). SCALE: 1/2" = 1'-0'" (ACTIVE SWING DOOR SHOWN WITH MULTI -POINT LOCK. DEADBOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES) ►AOBUCf aNNC9oy"im vlw�ylyly *16 ft �a R�o I-1G2L�.a HxWr+rtoe Ovte RAS n�F 1�I,�,a I�.aR roams c L4" MAk Q.C. i_ 4" MAX. O of z SZ'% Z ' h� 1,;; 4fi Li CL Z 9 0 I - a a t� 5 0 n r, I N W ra OF 5" MAX. ^i — 153 15/16" MAX. FRAME WIDTH $11 T l - I I v�vv 9 A2 5' MAX. 5 MAX. — A2 SZ 4' MAX. I �r EXTERIOR ELEVATION, (1 DIRECTION FOLDING PANELS WITH DOUBLE SWINQ PANE�S). SCALE: 1/2" = 1'-0' (ACTIVE SWING DOOR SHOWN WITH DFADBDLT/FLUSH BOLT LOCK COM80W15DN. MULTI -POINT LOCK ALSO APPLIES) J J ! CC Ln oa B / c x 5 LOON OPPO IIE OPPOSITE --r # CD C7 o 14' MAX. i OPPQ53Ti D.iC. OPPOVE C 22- LOCK 31 3/8" '^ MAX. O.L.O. !H1 I j F / H Ma LOCH MIDDLE ANCHOR SHOWN AT MEETING STILE END LOCATION IS ONLY REOUIRED WITH SINGLE, ROW ANCHOR CONDITION (N/A \ WITH DOUBLE ROW ANCHORS) B ACTIVE 24 OLA08OLT i 2 21 LOCK 11141E EXTERIOR ELEVATION, (1 DIRECTION FOLDING PANELS WITH DOUBLE SWINQ PANE�S). SCALE: 1/2" = 1'-0' (ACTIVE SWING DOOR SHOWN WITH DFADBDLT/FLUSH BOLT LOCK COM80W15DN. MULTI -POINT LOCK ALSO APPLIES) 1 FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" DN SHEET 1 FOR REQUIREMENTS (APPLICABLE TO SINGLE OR DOUBLE ROW OF SCREWS) 116 11/16" MAX. FRAME WIDTH 5" MAX. VIII 5 � 4" MAX. J J ! CC Ln oa B / c x 5 OPPO IIE OPPOSITE --r # CD C7 o 14' MAX. i D.iC. w x � OE n r 3 / LOCK rn ro � i RVOLE �rn 4 LMY MIDDLE ANCHOR SHOWN AT 1 FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" DN SHEET 1 FOR REQUIREMENTS (APPLICABLE TO SINGLE OR DOUBLE ROW OF SCREWS) 116 11/16" MAX. FRAME WIDTH 5" MAX. VIII 5 � 4" MAX. n. i I EXTERIOR ELEVATLON: (SWING PANEL LOCKING TO 1 DIRECTION FOLDING- -PANELS) SCALE: 1/2' = 1'-0' (ACTIVE SWING DOOR SHOWN WITH MULTI -POINT LOCK. DEADSOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES) Pwoucruxn fa o Cpl" wm rye lleeldn myy.0 Coal Attepggcs lF. ll_f6Z .�j�3 F.apinl#na Dm M6.1 D*Ier,6d erC-*,T' 14" MAX. X. O.C. i W ¢ a. Q "Ell ~ y's Zr k i J1 f LL •oil! 1p11iko0 0 1635 swu No. 3 - 9 J ! / OPPO IIE OPPOSITE C B 6 / —f f r 3 / LOCK LOCK � OC i RVOLE MIDDLE ANCHOR SHOWN AT MEETING STILE END LOCATIONS IS ONLY REOUIRED WITH SINGLE ROW ANCHOR CONDITION (N/A ANCHORS) WITH DOUBLE ROW AN FiINCE \ L-//J/ n. i I EXTERIOR ELEVATLON: (SWING PANEL LOCKING TO 1 DIRECTION FOLDING- -PANELS) SCALE: 1/2' = 1'-0' (ACTIVE SWING DOOR SHOWN WITH MULTI -POINT LOCK. DEADSOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES) Pwoucruxn fa o Cpl" wm rye lleeldn myy.0 Coal Attepggcs lF. ll_f6Z .�j�3 F.apinl#na Dm M6.1 D*Ier,6d erC-*,T' 14" MAX. X. O.C. i W ¢ a. Q "Ell ~ y's Zr k i J1 f LL •oil! 1p11iko0 0 1635 swu No. 3 - 9 6 I l I Ld x¢� :RCT "Pbfta 1 N 614 El A U --y`a � LLo• ©� S � o CONDITIONS SHOWN ARE THE !MAJORITY OF WHILE UP TO 8 PANELS IN ONE OPENING THOSE USED. OTHER CONDITIONS OF FOLDING IS SHOWN, THERE IS NO LIMIT TO THE o & SWING PANELS APPLY PROVIDING THEY ARE NUMBER OF PANELS IN ONE DOOR FRAME �',db''• • .. •'�, �6 WITHIN THE SCOPE OF THE DETAILS WITHIN OPENING PROVIDING THE OPENING IS �ih i�-jK THIS DRAWING. DESIGNED TO SUPPORT THE LOADS 1635 A TRANSFERRED FROM THE DOOR SYSTEM 4 or $ SUBSTRATE BY OTHERS PER FRAME SCREW WITH SUBSTRATE BY OTHERS PER FRAME SCREW WITH 3/8" MAX. SHIM AT EACH ANCHOR FRAME WIDTH – 'FRAME ANCHOR REQUIREMENTS WASHER PER "FRAME ANCHOR REQUIREMENTS WASHER PER OTHERS SUBSTRATE BY TABLE' ELEVATION TABLE„ ELEVATION FRAME SCREW WASHER WASHER PER WITH 1 32 1 Li S. lIJ r A. . 1 S 3/8" MAX. SHIM AT EACH ANCHOR ` 3/8" MAX. SHIM AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION , r SEE GLAZING OETAILS ON `BY \ SHEET 7 SEALANT OTHERS 18 SEALANT BY--"' OTHERS � SUBSTRATE BY OTHERS PER _ 31 L'J ANGHOR EXTERIOR 1 REQUIREMENTS e TABLE" Sfl 51 26 32 31 9k)UCTR@hliwam 21 bfi �`� eM F9srld� dAeg old, SEALANT BY 3 sa I^162 j OTHERS EXTERIOR –� ~ x z -SEE GLAZING w / DETAILS ON a� / YYY SHEET 7 w ? 19 3 32 33 i SEALANT BY 20 OTHERS SUBSTRATE Ely 3/8" `MAX. SHIM OR �GROUT OTHERS PER AT EACH ANCHOR "FRAME ANCHOR FRAME SCREW WITH REQUIREMENTS WASHER PER TABLE" ELEVATION SECTION Al SCALE: 1/2 FULL 5 * STANDARD LOW PROFILE SILL RAIL CONDITION SHOWN. SEE "HIGH PROFILE SILL RAIL DETAIL" ON SHEET 8 FOR HIGH PROFILE SILT. RAIL CONDITION * STANDARD SILL CONDITION SHOWN. SEE "FLUSH SADDLE SILL DETAIL" ON SHEET 7 FOR ADA SILL CONDITION EXTERIOR I � I wr ~ x EEF KP. SEALANT BY I �❑ OTHERS SUBSTRATE BY r 3/8 MAX. SITIM OR OTHERS PER GROUT AT EACH ANCHOR "FRAME ANCHORREQUIR FRAME SCREW WASHER WASHER PER WITH A8LE" TABLE" SECTION ELEVATION �A2 Li SCALE: 1/2 FULL lIJ (FOR DETAIL NOT SHOWN, SEE SECTION At/5) INSTALLATION CONDITION SHOWN IN THESE SECTIONS IS FOR A SINGLE ANCHOR RDW CONDTRON. FOR THE DOUBLE ANCHOR ROW CONDITION, SEE "DOUBLE ANCHOR ROW DETAILS" ON SHEETS 6 & 7 .:. Fr.ucrC..n.l: SECTION B SCALE: 1/2 Fllu s (FOR SEAL AT HINGE LOCATION NOT SHOWN, SEE SECTION E/6) -SEE GLAZING DETAILS ON SHEET 7 ECR SECTION £ SCALE: 1/2 FULL 5 (FOR HINGE DETAIL NOT SHOWN, SEE SECTION B/5) Oa CONTINUOUS SILICONE SEALANT BETWEEN MEMBERS N 36 II /'� rrlJLu JY L J� SEE GLAZING / DETAILS Dli i +� SHEET `,% SECTION D SCALE: 1/2 FULL 5 (FOR HINGE DETAIL NOT SHOWN, SEE SECTION B/5) wr EEF KP. 5 - 8 3/8` MAX. FBN FFRAME141DTH — - 3/B` MAX. SHIMSFRAME WIDTH 3 EACIE HI R 3 3 AT EACH ANCHOR •w+�� ai �� 1 32 SEE GLAZING _ CONTINUOUS SILICONE 6 DETAILS ON ❑ FRAME SCREW SEALANT 8ETWEEN MEMBERS 36 25 E FRAME PER EUEVA ITON 33 32 23 A SCREW WITH WASHER PER ELEVATION 53 SEE GLAZING " DETAILS ON SifEETf7 SUBSTRATE 31 Q EXTERIOR CCC BY OTHERS s 4621 - 21 48PER ANCHOR o•q EXTERIOR SECTION 33 ) REQUIREMENTS'' 36 36 3 SCALE; 1/2 FULL 8 31 SEALANT' 'j ( }l e TABLE" BY (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) �J OTHERS 21 46E%TERIOR SECTION E SUBSTRATE SANT 38 EAL37 J SCALE: 1/2 FULL fi 8Y OTHERS O 25 53 (FOR HINGE DETAIL NOT SHOWN, SEE SECTION 9/5) ANCHORAFAE OT25 REOUIREMENTS CONTINUOUS SILICONE i 26 TABLE" SEALANT BETWEEN MEMBERS ; o. CONTINUOUS - CONTINUOUS SECTION g u, n SILICONE 25 Y4 SILICONE SCALE: 1/2 FULL 6 = 28 SEALANT CONTINUOUS d SEALANT 33 - (MULTI -POINT LOCK HARDWARE SHOWN. DEADBOLT/FLUSH HOLT 37 BETWEEN SRICONE 25 $r FBAEMBCF�tS LOCK COMBINATION ALSO APPLIES 53 MENDERS SEALANT J7 36 ) a BETWEEN Q 53 23 38 5 J SEE GLAZING MEMBERS _ _ 15 ExTERK7R i �DEFAPLS ON SHEET 7 SEE DETAILS ON GLAZING Sa SILICONE 15 33 55.. j SHEET 7 SEALANT HEAD 48 ® ` 22 Lill 48CL a UTERIOR 31 13 z 3 37 52 1 0 37 3 37 53 31 EXTERIOR B 3 38 w t� 33 53 CONTINUOUS---- 38 33 36 SAX CONTINUOUS SILICONE SILICONE SEALANT SEALANT BETWEEN MEMBERS 6 BETWEEN E5 SECTION I 21 46 3 o a MEMBERS�^n SECTION scAt.e: 1/2 FULL H (FOR HINGE DETAIL NOT SHOWN, SEE SECTION B/5) 48 48 J= x SCALE: 1/2 FULL. 6 CA N v1 8 (DEAD8OLT/FLUSH BOLT LOCK COMBINATION ON ACTIVE DOOR SHOWN. MULTI -POINT LOCK IIAROWARE COMBINATION ALSO APPLIES) � # I raouucr Rf'hk'H'W al -.4 E%TER IOR +� n .poimg wkh me n ifs FRAME SCREWS PER 9eIMnQCaM OPTIONAL HIGH PROFILE SILL RAIL. ELEVATION (DOUBLE °""C N° '� Z40 {FOR DUAL NOT SHOWN. SEE OTHE 4�FF�FIONS) w x ntlm b��e OSEALANT BY THERS SCREW ROW_) x I drib .,%1 , 4c SUBSTRATE BY rolml P oQnctCsr[*I F`r•' ••�H/�� U� OTIEERS PER �.� < ` q� "FRAME ANCHOR _� U :� o p' a REQUIREMENTS TABI.F." 3/8" MAX. SHIM OR du0. �?y —12 E/2" MAx. 1- GROUT AT EACH ANCHOR ~ Z •:� DOUBLE RNS EN$eA rb FDR DETAIL NOT SHOWN,E OTHER SECTIONS) sa SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE' n a' MAX. SEALANT OTHERS EXTERSOR — FRAME SCREWS PER ELEVATION (DOUBLE SCREW ROW) 3/8" MAX. SHIM �AT EACH ANCHOR SEALANT OTHERS DOUBLE ROW ANCHOR DETAIL AT HEAD & SIDES (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) SEE CLASS OPTIONS BELOW 39 40 45 3/4" SITE 7 EXTERiOai. 3 �p NON -1.G. GLAZING DETAIL GLASS OPTIONS 1 & 2 GLASS UTION—t7/16" LAMINATED CLASS (3/16" H.S./0.09 DUPONT SGP/3/18" H.S.) CLASS QL°.ILON 2: 7/16" LAMINATED GLASS (3/16" AN./0.09 DUPONT SGP/3/16" AN.) EXTERIOR CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM 3 SPACE IS WITHIN ALLOWA3LE DIMENSIONS SHOWN IN 49 SECTIONS). SUUSTRATE BY OTHERS PER FRAME ANCHOR 34 10 REQUIREMENTS TABLE" 35 is .,..1' 3/81' MAX, SHIM OR GROUT AT FLOOR BYP. ��H ANCHOR SUBSTRATE BY OTHERS J PER "FRAME ANCHOR FRAME SCREW WITH WASHER PER REQUIREMENTS TABLEELEVATION" BM, SADDLE SILL DETAIL (SWING DOOR SHOWN. FOLDING PANELS ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (DOUBLE SCREW ROW DOES NOT APPLY TO THIS DETNL) WHEN AN ADA/FLUSH SADDLE SILL IS USED, THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED BY THE 0008 UNLESS UNITS ARE INSTALI.EO IN NON -HABITABLE AREAS WHERE 7HE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THEY ARE INSTALLED ONLY AT LOCATIONS PROTECTED DY A CANOPY OROVERHANG WHERE—BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC CHAPTER 24. FINISH FLOOR BY SEALANT OTHERS OTHERS 3/4 SEE GLASS OPTIONS BELOW I.G. GLAZING DEWL GLASS OP -PONS -3, 4, 5 GLA55 OP70N 3: 1 1/8" I.G. LAMINATED GLASS (3/16" H.S./0.09 DUPONT SGP/3/16" ItS. INTERIOR; 1/2" AIR SPACE, 3/16" TEMP. EXTERIOR) CLASS OPTION 4: 1 1/8" I.C. LAMINATED GLASS (3/16" H.S./0.09 DUPONT SGP/3/16" H.S. INTERIOR; 7/16" AIR SPACE; 1/4" TEMP. EXTERIOR) GLASS OPTICN ,5q 1 1/8" I.G. LAMINATED GLASS 3/16" AN./0.09 DUPONT SGP/3/16" AN. INTERIOR; 1/2" AIR SPACE; 3/16' TEMP. EXTERIOR) GAS OPTION 6: 1 1/8" L.C. LAMINATED GLASS (3/16" AN./0.09 DUPONT SGP/3/16" AN. INTERIOR; 7/15" AIR SPACE; 1/4" TEMP EXTERIOR) FRAME SCREW WITH WASHER PER ELEVATION & "FRAME ANCHOR REOUIREMENTS TABLE" EXTERIOR I' n� m OPTIONA,DIRECT MOUNT DETAIL,DIR�E,CTT MAOUNT DETAIL : TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN. SILL & SIDES ARE INSTALLED THE SAME) a - (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) Z (SINGLE SCREW ROW INSTALLATION SHOWN. DOUBLE SCREW ROW ALSO APPLIES) vg0uucl'��,;eV€u a v caaeWrlag vied rhe t�lorlw Ampuaee Na i-102V.o5 Z L�yir�tlus mk � �. 1 Fr -d o .o n� m Ll x. : w 0 SHEET NO. 7 OF 8 ITEM ITEM DESCRIPTION MANUFACTURER/NOTES ITEM ITEM DESCRIPTION MANUFACTURER/NOTES x!RD L _ PARTS - FASTENERS-_.-_-_. -.__..--- �o,,Ra aaenuo• _ 1 FRAM STANDPRO RAISED SILL 6063 -TS ALUMINUM 4$ 1/8" WET 6 PER KICK PLATE _ 2 .FLUSH SADDLE SILL 6063-T5 ALUMINUM 49 N0. 8 X I- SMS SCREW WITHIN 4' FROM CORNERS & MAX. 16" O.C. 3 PANEL STILE /RAIL _ 6063-T5 ALUMINUM _ SONO. 10 X 3/8• FH S.S. MS 4 PER HINGE 5 SUUWNG POST _ _ 6063-T5 ALUMWUM 51 3/16 X 1/4 S.S. S9 SCREW 4 PER HINGE 6 POST _ 6063-T5 A{.UMINUM 52 N0. 8 X 1 1/4' SMS SCREW WITHIN 4" FROM CORNERS & MN{. 16" O.C. _7 NON-I.G. GLAZING BEAD 6063-T5 ALUMINUM 53 N0, B X 2 3/4" SMS SCREW NFlTHIN 4" FROM CORNERS & MAX. 16' p.C. 6 8 I.G. GLAZING BEAR 6063-T5 ALUMINUM 54 N0. 8 X_ 1 3/4' SMS SCREW WITHIN 4" FROM CORNERS & MAX. 16" 0 9 KICK PLATE 6063-T5 ALUMINUM 55 N0. 8 X l 2- SMS SCREW 2 PER CUP I 10 STILE/RAIL EXTENSION 6063-T5 ALUMINUM _ 11 STILE RAIL EXTENSION 6063-T5 ALUMINUM 3.150 6.063 y _ 12 FRAME CORNER KEY 6063-T5 ALUMINUM__ 1 13 PANEL CORNER KEY 6063-T5 ALUMINUM 0.079- 14 PANEL CORNER KEY _ 6063-T5 ALUMINUM _ {[[��❑7 1,850 0.077 0.118 15 IREINFORCEMENT CUP 4 PER POS EACH END SS. LJ 2.559 - 2 HARDWARE 41 18 UPPER GUIDING TROLLEY NEfDERHOFF OR pELLEN#TUSH 15-71-53-7 ROLLER REINFORCEMENT WESTERFELD 15-73-78-X S.S. 41 0'118 19 BOTTOM ROLLER & NEIDERHOFF OR DELLENBUSH 15-71-50-I Q FRAME/STAF]RARD ® ADA,/FLUSH SAO DLE SILL Z'ci 3 ROLLER REINFORCEMENT WE5TERFELD 15-73-7$-x SS, RAISED ISILL r 0.071 r 0.071 y CD 0 20 STEEL INSERT ROLLCR TRACK _ BURGER 5-65-09 �-2.756 -1 n- 7 -L- 0.067 o` i� 27 BUTT HINGE BURGHAUS 15-0-2210-190 OIECASi OR I q�"'� m 1 IBW IDEAL 15-0-2227L8-120 S.S. 43 4J 13,016 22 CONCEALED 2 -POINT LOCK EURIT SRL 15-0-2001-1 2.756 �_ 2.756 MAX. - o 23 346INT MULTI -POINT LOCK VBH GMBH 15-60-27-I 2.303 0,071 174 24 DEAOBOLT VSH GMBH 15-0-210-109M1' 25 OPERATOR HANDLE AS REQV TO OPERATE 2 & 3 -POINT LOCK z_ 26 OPERATOR HANDLE AS REO'D WITH PUSH PULL SWING DOORS 47 - 27CONCEALED I -POINT LOCK EURIT SRL 15-0-2001-1® PANEL STILE /RAIL �� 2'165 I 2,756 -� 28 CONCEALED 2-POIN7 LOCK WDLL. SCHLECHTENDAHL & SOHNE 15-0-218 am(j)KICK PLATE SEALS & SFAIAKT5 E---��-1.269 Q5 SLIDING POST 31 WEATHERSTRIP OURAPROOF DR TREMCO 25-0-1052-195 -� 0.827 1.345 2.953 1 EPOM0.971 I !�15 32 O-LON GASKET SCHLACEL 0300TI90 POLYETHYLENE 0.079 -,L 0.719 -0.059 0.827 ` � n 33 COVER GASKET JAGEER GUMMI UND KUISTSTOFF OR TREMCO NON-I.G. GLAZING BEAD - `�' T 1 u 2.A 25-0-1054-195 EPDM 11 STILL 0.059 5 6. 35 FILLER SEAL DURAPROOF OR TREMCO 25--0-1084-155 0.5191 IO pN EXTENSION 2.953 0 1 EPDM J_ �, VE eg 3� 36 PANEL GASKET DURAPROOF OR TREMCO 25-0-1036-195 0.750 0.079 0.070 �- 9 3� 0.315 c1 N g 37 CONNECTOR DURAPROOF OR TREMCO 25-0�-1056-195 T 0.630 � ^� 2.11$ 38 -PANEL GASKET - SYDbA NCAMER GUMMI OR TREMCO ®I LAZING BE4D 0.848 =2 FRAME CORNER K�1 # " - -j 0.694 25-0-1050-195 EPDM 2.638 LEXTEDEPTH = 0IOR.523 ,`x �1a% 39 EXTERIOR GLAZING CASKET (OUROMETER = 56) TREMCO TX16702E EPDM _ 39 ,� ` ti .• •; 40� INTERIOR GLAZING CASKET DUROMETER = 70) -� TREMCO 25-0-1007-X EPDM ^-I 0.610 GLAZING �"'.J O �q Z� a •' 41--43 DEBRIDGING/THERMAL BREAK ENSINGER, INC., TECATHERM 66 GF - 15 REINFORC��1f� CLIP �a GASKET .•y � O Q�e _ INSUI.13AR POLYAMIDE LENGTH 0.767 u7 1 45 GLAZING SWM GLUSKE. PVC _ - - 13 DEPTII - 0,484 2.637 81TOOII$ Ri%6*&n 45 1 2 X- 3• X t 16� THICK GLAZING TAPE ADHERED 7fl EA, WNGE AS A SEAL 14 DEPTII - 0.996 0.787 - .. 0.9 � 1.024 i�-I "I-- No j�Q'• 0.394 0,071 0079 "•"" - �' �^ 4. f •M A 14@ PANEL50RNER Kp 41 42 43 THERMAL BREAKS $ or READ ALL INSTRUCTIONS CAREFULLY,B COMPLE17NG THIS APPLICATION Upon significant completion of the restoration, rehabilhtedon or renovedon, return this form with photographs of the completed work (both exterior and Interior views for the buildings) to the Historic Preservation Division. Those photographs must provide a comprehensive description of the completed work. They should be the some views as the before photographs included in the Preconstrucdon Application (Part t). The final recommendations of the Historic Preservation Division with respect to the requested historic property tax exemption Is made on the basis of the descriptions in this Request for Review of Completed Work. Type directly on this form, or print clearly In black Ink. If additional space Is needed, attach additional sheets. GENERAL INFORMATION (To be completed by all pppftnft 1. PROPERTY IDENTIFICATION AND LOCATION: Historic Name (if applicable) Ptl- I m 6v'-VVL W -54 -or -le- IX '5+1-i Cf Property Address: 4y E q .5 "1 14 5+. City: Mi Q r"; State: F L Zip Code: �{ N, OWNER INFORMATION Name of Individual(s) for organization] that owns the property: If the property is in multiple ownership, attach a list of all owners with their mailing addresses. jes$ i GA :21?a n Complete the following if signing for an organization or multiple owners: Title: Organization: Mailing Address: 14 7- p tv le .� 3 r'rt 54- . City:i ac ryl State: 1:7 L Zip Code: 33131 Daytime Telephone Number: 5©s '401 —1.3 1 1 Contact Person: J e 5 S (t✓ A s pctl 4l_ l E-mail Address: IC.I V'i �' �'�] V?O'Nl�t. I i . Fax: Date of Proconstruction Application Approval: _ Z� /'3 Building Dept. Master Permit No. C5D_.13_ — Dl !016 I -OQ1 P1ana1ng.HP,AV,P2 712007 PROPERTY INFORMATION (To be completed by all applicants) Include photographs of COMPLETED WORK. There must be a corresponding photograph showing completed work for every photograph or architectural plan submitted for the Preconstruction Application (Part 1). All photographs MUST be numbered, dated, and labeled correctly with the property address_ Folio #. CD. t r 39c)-7 — Q !Z o —,:; ) � c) Property Address: ]i�� W9 ST, Owner attestation: I hereby apply for the Ad Valorem Tax Exemption for Historic Resources, for the restoration, rehabilitation, or renovation work described above and in the Preconstruction Application (Part 1) for this project which received approval on - ,A u f)) 120 . I hereby attest that the information provided is, to the best of my knowledge, correct, and that in my opinion the cornpWad project conforms to the Secretary of the Interior's Guidelines for Rehabilitating Historic Buildings and is consistent with the work described in the Preconstruction Application (Part 1) previously provided. I also attest that I am the owner of the property described in the Preconstruction Application and, subsequently, in this Request for Review; or if the property is not owned by an individual, that I am the duty authorized representative of the owner. Furthermore, by submission of this Request for Review, I agree to grant staff from the Historic Preservation Division of the Planning Department of the City of Miami access to my property in order to conduct a Review of Crxnpietod Work, and I alsotmess tis staff of the Miafni - Dade County Appraiser's C fface for verification of the information on this application_ I understand that, if the requested exemption is granted, I will be required to enter into a Covenant with the City of Miami granting the exemption, in Which I must agree to rnaintain the character of the property and the qualifying improvements for the term of the exemption. I also fully understand that falsification of actual representations in this application is subject to criminal actions pursuant to the Laws of Florida. Name irr Date Print Form 2 Planning.HRAVR2 712007 5 if C- i Or T 8 E ! Z^ 4- r2 Il ;STih(4w^r.( Fri -k-' I e:) Glc . READ ALL INSTRUCTIONS CAREFULLY BEFORE COMPLETING THIS APPLICATION Your application cannot be evaluated unless it is complete and all required supporting materials are provided. In the event of any discrepancy between the application form and other supplementary material submitted with it (such as architectural plans, drawings, photographs, and specifications), the application form shall take precedence. Type directly on form, or print clearly in black ink. If additional space is needed, attach additional sheets. GENERAL INFORMATION (Td be completed by all applicants) I. PROPERTY IDENTIFICATION AND LOCATION: Historic Name (if applicable); Palm Grove District Property Address: 428 NE 73rd St City: Miami State: FL Zip: 33138 Legai Description: (attach additional sheets as necessary) FEDERAL WAY AMD PB 25-6 LOT 6 8LK 18 LOT SIZE 50.000 X 116 OR 12805-2311 02861 COC 26192-3018 11 2007 5 OR 27010-2887 0909 11 Folio No. (availadeat %wAy.miarnitieae,uavinrmax) 1 01-3207-040-2190 Historic Status: (Check all that apply) Individually listed in the National Register of Historic Places Ind ividuaEy listed in the Miami Register of Historic Places Listed as a Contributing Resource within a Historic District in the National Register of Historic Places (� Listed as a Contributing Resource within a Historic District listed in the Miami Register of Historic Places I Planning.HP.AV.P 1 02008 PROPERTY INFORMATION (To be completed by all applicants) Complete the blocks below. Include a description of proposed feature work, new construction, proposed alterations, etc. Include photographs of existing resource and architectural plans. All photographs and architectural plans MUST be numbered, dated, and labeled with the property address. Please note: Improvements to historic resources must meet the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings. For more information on Guidelines, click: Property Address: 428 NE 73rd St L;necK one: ix exterior Feature: Roof Approx. date 1951 Describe existing feature and its condition: t { !!flat roof with beam supports that are rotted I Photo # 1 Architectural Pian Pg. # 2-3 interior ana impact on I Build concrete block 2'-3' higher to allow raised i�ceiling height, and trusses for a sloped roof to meet Gcurrent code requirement of 1/4" slope per linear foot �of roof. i Check one: Exterior 0 Interior Describe work and impact on existing feature: Feature: doors and windows Approx, date 1951 Dascribe existing feature and its condition: Hurricane windows and doors throughout the Windows and doors are non-functional and missing. Property with the front windows including horizontal Front windows have horizontal lines to match front Imuntins to match horizontal lines of exterior wall. iexteriorwall. I Photo # 2 Architectural Plan Pg. #1, 2, 3 I Planning.HP.AV.P1 612008 IONIUMKi ChOCK one: i& CXierlAr IJ IIILC:VIWr Describe work and impact on existing feature: Feature: Rear Exterior Wali Approx. date 1951 Describe existing feature and its condition: I Enclose the patio to increase total living area. Will not be seen from the street. OCurrently a patio behind bedroom in the back of the house. Photo # 6 Architectural Plan Ing. # 1, 2, 3 j Cheek one: 1XJ extenor Lj interior Describe woi Feature: Patio and Terrace Approx. date Describe existing feature and its condition: lNone Photo # 7 Architectural Plan Pg. # 1, 2_3 c;necK one: Lj cxsenor Feature: Bathrooms Approx. date Describe existing feature and its condition: (None Photo# B Architectural plan Pg. # 1 on exisung Build a covered patio at the rear of the house (15' deep) with a roof -top terrace. Structurewill not be seen from the street. inferior scribe work and impact on i (Complete installation of 2 bathrooms including energy star ventilation fans, LED lighting, and low (flow fixtures. f a Planning.HRAV.P1 612008 Check one: Feature: Floors Approx. date 1951 Exterior U interior Describe existing feature and its condition I (Badly stained, scratched, and cut-out. Photo # 12 Architectural Pian Pg. # 1 r✓neCK one: Feature: Landscape Approx. date impact on existing (Restore some of the terrazzo floors, replace other l portions with bamboo, tile, and colored concrete. 4 I lJ rxienor " intenor Describe existing feature and its condition: Trees have been badly neglected - hatracked, girdled, ,rotting, and hazardous. Street trees are low -quality according to city street plan (palm and black olive). Photo # 13 Architectural Plan Pg, # Check one: U exterior on existing feature: i Remove trees as necessary and replace street trees with city approved species, and meet city replacement requirements in the front and back, yards with a wide variety of fruiting trees including as possible native species. interior Feature:Calor of exterior uescriae work ana impact on existing teature: Approx. date Describe existing feature and its condition: I Painttwo tones of blue (sweet blue and salt wateras ! Front has a coat of white over the old pink. described in previous application) on the wall and white onthe roof trim and pole bythe door. iPhoto # 14 Architectural Plan Pg. # 2, 3 7 Planning.HP.AV.P1 612008 Miami Historic and Environmental Preservation Board Resolution: HEPB-R-13-024 File ID 13-00544 May 7, 2013 Item HEPB.8 Ms. Lynn B. Lewis offered the following resolution and moved its adoption: A RESOLUTION OF THE MIAMI HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD APPROVING AN AD VALOREM TAX EXEMPTION PRECONSTRUCTION APPLICATION FOR RENOVATIONS TO A SINGLE-FAMILY HOME AT APPROXIMATELY 428 NORTHEAST 73RD STREET, WITHIN THE PALM GROVE HISTORIC DISTRICT. Upon being seconded by Mr. Hugh Ryan, the motion PASSED by a vote of 9-0: Mr. Timothy A. Barber Yes Mr. Nelson Diaz. Absent Mr. David Freedman Yes Mr. Robert John Graboski Yes Mr. Gary Hecht Yes - Ur: Vviliiam E --Ho er Yes""��" Mr. Jorge Kuperman Yes IVIS. Mr. Gerald C. Marston Yes Mr. Hugh Ryan Yes /--r�6go Mc auclin servati icer STATE OF FLORIDA COUNTY OF MIAMI -DARE Personally appeared before me, the undersigned authority, Megan McLaughlin, Preservation Officer of the Miami Historic and Envimnrncntal Preservation Board of the City of Miami, Florida, and acknowledges that she executed the foregoing Resolution. n SWORN AND SUBSCRIBED BEFORE ME THIS'"2VDAY OF JIVI-j 2013. l o r i ) Print Notary Namo Notary Public State of Florida Personally know 04, -or Produced I.D. My Commiss'.on Expiros: Type and number of I.D. produced Did take an oath or Did not take an oath _Q{_ ;;nti'""• VANE55A 7iilfJILLO i:x• .: MyCOMOSSION4EE145250 i '• EXPIRES, July 11, 2015 �i,oFflo" DondedThN7��taryPublic Undenriters .. ;:., Ad Valorem Application, Part II 1 428 NE 73 Street I Palm Grove Historic District 1, 14 — Roof, Exterior Painting 2 — Windows and Doors 12 - Flooring 4, 9 - Plumbing and Kitchen Ad Valorem Application, Part 11 1 428 NE 73 Street JIM 5, 7 — Rear Exterior Wall, Patio & Terrace Palm Grove Historic District 8 - Plumbing �X- 10, 11— Insulation, new drywall 10, 11— Insulation, new drywall 7 - Covered Patio Ad Valorem Application, Part II 1 428 NE 73 Street 3 — Electrical System 0 Palm Grove Historic District I�ti lrl� 7 —Terrace HISTORIC PRESERVATION EXEMPTION PROPERTY TAX ASSESSMENTS / REVENUE IMPLICATIONS Property Address: 428 NE 73 ST Folio # 01-3207-040-2190 1. Total Value of the Property 2. Value of the Improvements to the Property (The change in value due to the renovation as determined by the Property Appraiser): 3. Summary of annual taxes levied on these improvements ( Taxes = value change x 2015 millage): a) Countywide Operating $447 b) Unincorporated Municipal $0 Service Area 2015 Estimate $244,629 $95,887 $2,132 c) Debt Service $43 d) City Operating (Miami) $733 e) All other property taxes $908 $2,132 Total taxes I County Revenue Implications Annual taxes to be foregone if this Historic Preservation Exemption application is granted (estimate). a) Countywide Operating $447 Signed: bate: Property ',A raiser or designee