Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Back-Up Documents
ITEM I I 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 shalt 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 jalousie 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 facade reflect the design of the 1950s awning windows on the home. Finally, 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_mm - Cert... http://www.historicpreservationrniarni.cornipdfs/Certificate_of Appr... RCIVED PLANNING DEPARTMEN r 1 3 MAR -8 PM I `: d8 T OF MIAMI PLANNING DEPARTMENT PRESERVATION SECTION STANDARD CERTIFICATE OF APPROPRIATENESS (COA) MINOR ALTERATrONS 2 �3 "u E '1 3'`' S'F"- PAU,A c g.a1 & HISTORIC RESOURCE ADDRESS/NAME HISTORIC DISTRICT/RESOURCE 570 93 s--578 OWNER'S NAME OWNER'S DAYTIME PHONE NUMBER e Oc ? 3' 5'T- 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 BELOWPROVIDE A DETAILED DESCRIPTION OF PROJECT. ATTACH PLANS, SKETCHES AND/DR ILLUSTRATIONS ON ADDITIONAL PAGES TO DESCRIBE AS NECESSARY, i r I. ti [7 '.-1` C [ C7045 —e r NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE 0 OTHER MATERIALS SUBMITTED ATTESTATION; 1 CERTIFYTHAT ALL INFORMATION PROVIDED IN THIS APPLICATION AND ATTACHMENTS IS CORRECT. 3 / ,//3 DATE SIGNATURE OF PROPERTY OWNER SIGNATURE OF APPLICANT (II OTHER THAN PROPERTY OWNER) FOR STAFFUSE O A1,PLICAJ10101 L)A I r E:Ci I� 111 � c r, D._NILI� DATE 012 1/X/2I1I"3 1I-47 AM BROCK RESIDENCE HEPB APPLICATION 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 OWNER CURTIS BROCK 428NE735T MIAMI, FL ARCHITECT ARM ARCHITECT 5900 SW 41 ST MIAMI, FL 33155 PHONE: 786-512-2577 FAX: 305-661-2656 WEHSITE: WWW.ARM-ARCHITECT,COM CONTACT: AMILCAR R. MELENDEZ, R.A., PRESIDENT E-MAIL: AMILCARM@ARM-ARCHI TECT.COM AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 T TITLE SHEET EX-1 EX-2 EX-3 EX-4 A-1 A-2 A-3 A-4 A-5 EXISTING SITE PLAN EXISTING FLOOR PLAN EXISTING ROOF Pt AN EXISTING ELEVATIONS PROPOSED SITE PLAN PROPOSED FLOOR PLAN PROPOSED ROOF PLAN PROPOSED ELEVATIONS PROPOSED ELEVATIONS CONTEXT CONTEXT MAP PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 PHOTOGRAPHS PHOTOGRAPHS PHOTOGRAPHS PHOTOGRAPHS PHOTOGRAPHS\ SURVEY WINDOW BROCHURE AND NOA DOOR BROCHURE AND NOA FOLDING WALL BROCHURE AND NOA architect,P.A BROCK RESIDENCE project. name. 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX,: +1 786 347 7692 I N FO@AR M-ARCHITECT.COM 428 NE 73 ST MIAMI, FL 33138 project address. TITLE SHEET drawing tltie. drawn by. ARM T project no. 13018 dais. 03/08/13 drawing no. 02013 ARM ARCHITECT. PA, AMLLCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 gg'FRONT YARD SETBACK COVERED PORCH —f---12ySr— EXISTING SINGLE FAMELY DWELLING 1117SF-NC T " 1-4 .G EXISTING COVERED PORCH (231 SFt } I1 1 1 1 1 1 1 o I m 1 LOT AREA = 7273 SF LOT WIDTH = 50 FT LOT COVERAGE = 1373 SF 118,88% 20 FT REAR YARD SETBACK architec{.P.A BROCK RESIDENCE project name. 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 788 347 7692 INFO@ARM-ARCHRECT.COM 428 NE 73 ST MIAMI, FL 33138 EXISTING SITE PLAN drawing title. drawr by. protect no. dale. ARM 130i8 03/08(13 EX-1 drawing no. project address. 0 2013 ARM ARCHITECT, P.A. ~-T FRONT YARD SETBACK T COVERED PORCH Its 6"-5 U EXISTING SINGLE FAMILY DWELLING 1117SF-A/C EXISTING COVERED PORCH (231 SF1 p LOT AREA = 7273 SF el LOT WIDTH = 50 FT se LOT COVERAGE = 1373 SF f 1B.88% m 0 0 rn 6 I_ 20 FT REAR YARD SETBACK AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 J L M architect,PA_ 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 IN FO©ARM-ARCHITE CT. COM BROCK RESIDENCE project name. 428 NE 73 ST MIAMI, FL 33138 EXISTING SITE PLAN drawing ulla. drawn by. project no. dale. ARM 13018 0368/13 EX-1 drawing no. project address. © 2013 ARM ARCHITECT, PA. EXISTING LIVING ROOM EXISTING STORAGE EXISTING DINING EXISTING DEN L IAMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 JI 1i I EXISTING KITCHEN I L EXISTING BATH EXISTING BEDROOM 1 I r EXISTING —1 r EXISTING CLOSET i CLOSET EXISTING BEDROOM 2 EXISTING COVERED PORCH II E. I 1 1I OVERHANG OF ROOF ABOVE,TYP. PROPERTY LINE, TYP, EXISTING FLOOR PLAN ]/le 1'LT NOTE: EXISTING PLAN IS APPROXIMATE. PROPERTY HAS BEEN ABANDONED FOR SOME TIME AND SOME WALLS ARE NOT FULLY EXISTING DUE TO VANDALISM AND A FAILED CONSTRUCTION PROJECT. THERE IS NO INSTALLED /FUNCTIONING PLUMBING, MECHANICAL OR ELECTRICAL EQUIPMENT. BROCK RESIDENCE project name. architect,P.A 428 NE 73 ST MIAMI, FL 33138 FLOOR PLAN drawing Lille. drawn by. ARM 13p18 EX-2 5960 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 I N FO@ A R M-A R C H ITE CT. CO M project address. proJed na. dare. 03/08/13 drawing no. =110 13 ARM ARCHITECT, PA, EXISTING LOW SLOPE ROOF STRUCTURE TO BE REMOVED L L AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93083 LINE OF WALL BELOW, TYP. EXISTING ROOF PLAN 3I$f 1. J archilp.nt,P.A. BROCK RESIDENCE roject name. 5900 SW 41 ST, tAiaml, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 INFO@ARM-ARCHITECT.COM 428 NE 73 ST MIAMI, FL 33138 roject address. EXISTING ROOF PLAN drawing line. rawn by. Project no. date. ARM 13018 03/08/13 drawin g no. 2013 ARM ARCHITECT, P i3EX- A. It 11 J EXISTING SINGLE FAMILY DWELLING 1349 SF - A/C (INCLUDING ENCLOSURE OF COVERED PORCH) COVERED PORCH ENCLOSURE 1231 SF], PROPOSED COVERED PATIO 571 SF n n r LOT AREA = 7273 SF LOT WIDTH = 50 FT LOT COVERAGE - 1984 SF 127.28% i mi ! I t___L AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 architect.P.A BROCK RESIDENCE project name. 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 I N FOO AR M-A RC HIT E CT.COM 428 NE 73 ST MIAMI, FL 33138 project address. PROPOSED SITE PLAN drawing 1111e. drawn by. ARM project no. 13018 date. 03108,113 drewin 1.111 Cd 2013 ARM ARCHITECT. P.A. 38,_1. SPIRAL. STAIR TO ROOFTOP TERRACE AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063] PROPOSED FLOOR PLAN architecl,P.A. BROCK RESIDENCE pmJeci name. 428 NE 73 ST MIAMI, FL 33138 PROPOSED FLOOR PLAN drawing Lida drawn by. ARM 13018 03103/13 A-2 5909 SW 41 ST, Miami, FL 33155 TEL.: +I 786 512 2577 FAX.: +1 786 347 7692 I N FOWAR M-ARC H IT ECT.0 OM project address. project no. date. drawing no. �s 2013 ARM ARCHITECT, P.A. r UNE OF WALL BELOW, TYP.—\\ PROPOSED PRE FABRICATED WOOD TRUSS ROOF STRUCTURE PROPOSED ROOFTOP TERRACE PROPOSED SPIRAL STAIR DOWN TO net ars, AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93O63 PROPOSED ROOF PLAN srrs-r[r \l architect,P.A. BROCK RESIDENCE project name. 5900 SW 41 ST, Miami, FL 33155 TEL.: *1 786 512 2577 FAX.: +1 786 347 7692 I NFO@AR M-ARC HITECT, COM 428 NE 73 ST I drawing title. MIAMI, FL 33138 drawn by. project no. date. drawing no. A-3 A-J D CT, P.A, PR OPOSE ROOF PLAN ARM 13018 03/08/13 project address. ID 2013 ARM ARCHITE m a m I 0 m 30N30IS32I )IOO1:19 vHIGHESTBOVE POINT OF ROOF ROOFTOP TERRACE RAIL {BEYOND) WHITE ALUMINUM CASEMENT WINDOW WITH APPLIED MUNTINS AS SHOWN, TYP. 1/2' ALUMINUM STUCCO REVEAL, TYP. PAINT MODEL -SALWATER" NUMBER 580E-2, AS MANUFACTURED BY BEHR. PAINT MODEL "SWEET BLUE" NUMBER 58UE3. AS MANUFACTURED BY BEHR WHITE ALUMINUM DRIP EDGE PRESSURE TREATED WOOD FASCIA. PAINTED WHITE 6' 0 PIPE COLUMN PAINTED WHITE WALL BEYOND (COLOR SHOWN DARKER TO CONVEY DEPTH) 9' ." F : R+ 1L1NG HEIGHT 4BEYTINWF 1 P o m m' iv D • SNOI1VA313 °NORTH (FRONT) ELEVATION 118,1• 0' 117 ALUMINUM STUCCO REVEAL, TYP. +wain CEILING HEIGHT 0 WEST ELEVATION 3'16'y1'A" 0 n New a a 3ON3OIS31 NI0O2i8 1 0 a 0 8 cs 01 2 SNOIIVA313 0 SOUTH ELEVATION $pF�OPOZO CEILING HEIGHT WHITE ALUMINUM FOLDING GLASS WALL SYSTEM ELEV S N F 7 7 OPEN ■ CDEAST ELEVATION -0" (AFF) "vPROPOSED CEILING HEIGHT' ,LEV - 0,-0" 'SUNG FFE CONTEXT MAP (SEE PHOTOS) AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 d' INDICATES PHOTO NUMBER, SEE PHOTO SHEETS Writ 97"1 architect,P.A. BROCK RESIDENCE 428 NE 73 ST MIAMI, FL 33138 CONTEXT MAP drawing Otte. PY. drawn N/A project no. 13018 CONTEXT 5900 SW 41 ST, Miami, FL 33155 TEL.: +1 786 512 2577 FAX.: +1 786 347 7692 INFO@ARM-ARCHITECT.COM date. 03:08113 drawing no. project address. 1.1 ID 2013 ARM ARCHITECT, P.A. -17 C7 A n m �r - 11 z — 1 0 - N z A co 0 rn PHOTO t - 428 NE 73 ST (SUBJECT PROPERTY) FRONT OF EXISTING DWELLING (NORTH ELEVATION) PHOTO 2 - 428 NE 73 ST (SUBJECT PROPERTY) SIDE OF EXISTING DWELLING (WEST ELEVATION) PHOTO 3 -428 NE 73 ST (SUBJECT PROPERTY) REAR OF EXISTING DWELLING (SOUTH ELEVATION) PHOTO 4 -428 NE 73 ST (SUBJECT PROPERTY) SIDE OF EXISTING DWELLING (EAST ELEVATION) ma OF vb r� nrT • cam U,m n- m z -10 O- N z 0 PHOTO 5 - 420 NE 73 ST - CORNER LOT WEST OF SUBJECT PROPERTY PHOTO 6-432NE73ST INTERIOR LOT EAST OF SUBJECT PROPERTY PHOTO 7.440 NE 73 ST - INTERIOR LOT EAST OF SUBJECT PROPERTY PHOTO B - 446 NE 73 ST INTERIOR LOT EAST OF SUB..ECT PROPERTY �DN�al V 2 O 1111111.(..) SHdbli901OHcf 11111E ii .;ll11i1111i11i1 PHOTO 9 - 490 NE 73 ST - INTERIOR LOT EAST OF SUBJECT PROPERTY PHOTO 10 - 496 NE 73 ST CORNER LOT EAST OE SUBJECT PROPERTY PHOTO 11 - 455 NE 73 ST CORNER LOT EAST OF SUBJECT PROPERTY (NORTH SIDE OF 73 ST) PHOTO 12-451 NE 73 5T INTERIOR LOT EAST OF SUBJECT PROPERTY (NORTH SIDE OF 73 ST) PHOTO 13 - 445 NE 73 ST INTERIOR LOT EAST OF SUBJECT PROPERTY (NORTH SLOE OF 73 ST) PHOTO 14 - 433 NE 73 ST INTERIOR LOT EAST OF SUBJECT PROPERTY (NORTH SIDE OF 73 ST) PHOTO I5.429NE73ST INTERIOR LOT NORTH OF SUBJECT PROPERTY (NORTH SIDE OF 73 5T) PHOTO 16 - 421 NE 73 ST INTERIOR LOT WEST OF SUBJECT PROPERTY (NORTH SIDE OF 73 ST) s a a G n 33N3 IIS3d HOO E 0 S A 2 W N Z W W 0. SHd\i210O1OHd PHOTO 17.421 NE 73 ST CORNER LOT WEST OF SUBJECT PROPERTY (NORTH SIDE OF 73 ST) iEProudly Serving the Florida Real Estate Community 1K1F for Over 20 Years W W W.MELANDSER V ICES.COM 9 We need to take every opportunity possible to thank our amazing clients for their support... Thank You!!! F,LP.1 /2" NO ID Block Corner 100.00'(P)(M) Accepted By: V1Ax Z.So N Edg of Pavement 0, 30' ASPHALT PAVEMENT N.E. 73rd STREET o 2.ti 41v�. •" 20' A^/ . rn t 0bn-if - 3.40; PARKWAY • • 5' CONC_ WALK 50.00(P1(M) ; F.I.P.1/2' NO ID I 'ti• F.I.P.1/2",,. NO ID 0.10' 4 DIX•=O.010 �1iCaT.: 25� r 2.ev Hob 31.90• ONE STORY RESIDENCE #428 F.F.rc,=i1.oCo 38.05' s 0• FN4 / 0 2' • !r H b POINC &M.11, 'Mk:. .43 1t 3.t =qA+ FICUy s. . lWY 2•'I i 1 { 0.50' OAk Dtll_=2 10 A"-'-i F.I,P.1/2 II Nn NORTH SCALE: ri20 Property Address: 428 N.E. 73 STREET MIAMI, FL 33138 SIIRVEYiiil,6 S:tX11a1 yl rlyjll 1.It1. R. 1kR�p' ) 1 iEPRESENTAIIn1N OF A S:IRNq ECHNICAL SIANI1t.SfS eS T FIIRTII FM INF . 1URVEYORS IN CHAF1 ER }SIT-0 r`wIif9r AMAIN! SIGNED MIGUEL S •, Ion vALBiIAr)'1FIPF.IFk HIS MAP FS NU1 VAUD'MT AND MAPPER 4 s T AF nqf NOTES: NO NOTES R 41111lti HrIIINDANY SUVEY 1, A IRSJE AN N URN. r MT DIRECINTN THIS COMER IFS WRII TIIE MINIMUM TE OF FLORIDA BOARD OF PROFESSIONAL •LAND NI.. ATWE CODE PURSUANT TO 411027 FLORIDA STATUTES FOR THE FIRM P.S.M. No. 5101 MORE AND AA111IFNIIr:ATEO ELECTRONIC SEAL ANIVOR n 1HE 014101NAL RAISED SEAL OF A LICENSED HURNEYOR MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI. FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 iE tvyy Survey:A-22498 Client File #: 09-0012 -/034 8 Page 1 of 2 Not valid without all pages. Surveyor's Legend PROPERTY LINE STRUCTURE R A. BEARING REFERENCE M.. TIILPIRINE FACNITIES 0ND FOUND IRON PIPE / V CONC- DOCK WAU PIN AS NOTED ON PLAT A CENTRAL ANGLE OR DELTA U.P. ImUTr POLE -- It— X--- CHAIN-UNK FENCE OR WIRE FENCE LB/ UCCNSE. / - BUSINESS R RA01V5 OR RA0AI E.U.B. ELECTING UTILITY BOK --//—//— WOOD FENCE L5/ LICENSE / - SURVEYOR RAD. RADIAN TIE SEP, SEPTIC TANK —�•—o— IRON FENCE CALL CALCULATED POINT N.A. NON RACIAL D.F. DRAINFIFLD — — — — EASEMENT SEI SR PtH TYP. TTPMRL A/C AIR CONDITIONER — - — CENTER LINE • CONt0OI PRINT I.R. IRON R(YD S/W SIDEWALK a CONCRETE 0101IU 1ENT I P. IRON PIPE DWY ORIYEWAI' 1,� �f _i,ri ii,E B "CM C ��� BENCHMARK MAD NNE A DISK SCR. SCREEN r. I CONCRETE ELTv ELEVATION PK NAIL PARKER-IAION NAIL GARAGE CAR E.LL!-lam_ D.11. DRILL HOT[ I.I. POINTOfFAHGENCY ELL(_J1 ASPHALT ENC:I- ENCLOSURE PC. POINT OF CURVATURE WELL M t.s. MDT TO SCALE ti!1!t ni. HICK / TILE P.R.M. P€RNANEN1 REFERENCE NpNUMENT rd rRiE HYDRANT r,P, fINH15NL0 TLODR P.C.C. POIN1 OF COMPOUND CURVATURE NK yyp�y laAILK LILNNOLE 1,0,0, TOP Or RAM : WATER P.R.C. POINT Or REVERSE CURVATURE D.N.L OVERHEAD TINES Lox. MOE Of WATER +_ . - RPPROKIYA5E EDGE OF WATER P.O.B. POINT OF RERUNNING TM TRANSFORMER E.OA CODE Or PAVEMENT P.O.C. POINT OF COYMENCCMEMT CArV CAALE TY RISER C.L.G CONCRETE VALLEY GUTTER [-ct [ covenn° AREA P.C,P. PERMANENT CONTROL WNW, WATER NETER •,5.L R1NLIENO SETBACK UHE f) TREE M FIELD MEASURED P/E POOL EQUIPMENT S.I.L. SURVEY TN LINE r) POAER POLE P PATTER MEASUREMENT COME, CONCRETE SIAO q CEHrER UNE Eil CATCH MARIN D DEED (SLIT CASEMENT p/W RIGXI-Df'-WAY C.U.C. COUNTY VTUTYEASEMENT C CALCULATED O.E. DRAINAGE EASEMENT P,u r, PUHUC UTIIM EASEMENT L.E./E.E. INGRESS / EGRESS EASEMENT LM.E. LAKE OR LANDSCAPE MAINE. MAT. LAL LANDSCAPE BUFFER CASEMENT C.M.E. CANAL MAINTENANCE EASEMENT U.E. UIILITT EASEMENT R.O.E. ROOF OVERHANG EASEMENT L.A.E. mom ACCE55 EA5ENU11 A.E. ANCHOR EASEMENT Property Address: 428 N.E. 73 STREET MIAMI, FL 33138 general Notes 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or is not to imply ownership. 2. This survey only shows above ground improvements. Underground utilities, footings, or encroachments are nol located an this survey map. 3. 1f There is a septic 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. 4. Examination of the abstract of line will have to be made to determine recorded instruments, if any. effect this property. The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the oral. 5. Wall ties are done to the face of the wall, 6. Fence ownership is not determined. 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. 9. No identification found on property corners unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, could be drawn at a shown scale andlor not to scale. 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. 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 certifications do not extend to any unnamed parties. Flood Information: Community Number: MIAMI/ 120650 Panel Number: 0308 Suffix: L Date of Firm Index: 9/11/2009 Flood Zone: X Base Flood Elevation: N/A Date of Field Work: 5/11/2011 Date of Completion: 5/12/2011 E1f'D2►TE StmeVEY' Mai ! 2313 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-DADE COUNTY, FLORIDA PRINTING INSTRUCTIONS; CertifiedTo: cs -rtnj BILC]E.x._ AT.w stss tL_ sva_va . 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." Do not check the "AutoRotate and Center" button. Check the "Choose Paper size by PDF"checkbox. Click OK to Print. Florida Land AFFILIATE t■, Title Association -F* LTA MEMBERS • M.E. LAND SURVEYING, INC. 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(3t]5) 740-3319 FAX #:(305) 669-3190 LB # 6463MEIN WWW.MELANDSERVICES.COM Survey:A-22498 Client File # 09-0012 5-/034 e. Page 2 of 2 Not valid without all pages. U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Mu'ki ul flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name CURTIS BROCK AND JESSICA SPAIN Policy Number: A2. Buildin9 Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 428 NE 73 STREET Company NAIC Number: 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.) A5. Latitude/Longitude: Lat. 25°50'31 "N Long. 80`11'15"W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number lA A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N18 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b N/A sq in (.1) Engineered flood openings? 0 Yes 121 No RESIDENTIAL 0 NAD 1927 ►mow NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage NiA sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? El Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF MIAMI 120650 B2. County Name MIAMI-DADE 133. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date t37. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C / 0308 L 9-11-2009 Effective/Revised Date 9-11-2009 Zone(s) X AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ EIS Profile FIRM 0 Community Determined B11. Indicate elevation datum used for BFE in Item B9: j8 NGVD 1929 ❑ Other/Source: ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ►. No Designation Date: NIA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 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, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: H-243 Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 D 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 ❑ feet ❑ meters b) Top of the next higher floor NIA. ❑ feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 0 feet 0 meters d) Attached garage (top of slab) N/A. 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.18 j8 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.93 g) Highest adjacent (finished) grade next to building (HAG) 10.20 h) Lowest adjacent grade al lowest elevation of deck or stairs, including structural support N/A. feet ❑ feet ❑ feet meters ❑ meters ❑ 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. 1 certify that the information on this Certificate represents my bast efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. El 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? lJ Yes 0 No Certifier's NamifviiGUEL ESPINOSA License Number 5101 1 Title P.S.M. f Address 1 . W 190 S Signat 1=EMA Form 086-1 33 (7/12) Company Name MIGUEL ESPINOSA LAND SURVEYING, INC Slate FL ZIP Code 33157 Telephone 305-262-2992 See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 428 NE 73q° STREET City MIAMI State FL ZIP Code 33138 FOR INSURANCE COMPANY USE Policy Number: 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 FEMA Form 086-0-33 (7/12) Replaces all previous editions. ALUMINUM • Projected windows are available • htaxlular design, featuring self-contained operating and fixed sections, allows multiple w indow configurations, including X,, XX. 0 and XOX • Contoured sash is inset within the main frame for less exposure to elements • Washable hinges, heavy-duty egress or egress washable hinges available • Aluminum snap -on cover hides fixed window installation fasteners • Truth` Maxim Series operators and multi -point locking system inguarcLc:om CASEMENT - SERIES CA740 %VAS/NILE H11C;E UNITS LP TO 4" Ec,PE,, HI\CE .Ir, 4'' EGRESS WASHABLE HI\GE UPGRADE Slide to wash Note: Hinge release key required DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PItRA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 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 (Al-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 —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 "CA-740" Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: 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 sealed by Anthony Lynn Miller, P. E., bearing the Miarni—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section, MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0117.11 and consists of this page 1, evidence pages E—I and B--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI--DADF COUNTY, FLORIDA PRODUCT CONTROL SECTION 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 'I° (786) 315--2590 I; (786) 315-2599 MIAMI•DADE COUNTY APPROVED www.min midade.eovli)era/ NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEI) 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. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 2. along with marked --up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4607 and FTL-4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202. 94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 241 1 3.2.1 and TAS 202-94 along with marked --up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F'I'L -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. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufactture, signed and sealed 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 Pertnitting, Environment, and Re ulatory Affairs (PERA) Jaime D. Gascon', P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 PC'1' Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite® PVB lntcrlaycr" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Sallcx - Clear or colored Interlaycr•" dated 04/21/11, expiring on 04/21/16, F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/1 I, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.13.P.E., dated 10/07/11 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 01/11/08, 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 05/10/05, both signed and sealed by Edmund() Largacspada, P. E. (Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL-3587, FTL-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. E-2 Jamie D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110,18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB, R. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN A90 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 30 AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AG. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. CONFIGURATIONS OPTIONS x 0 I 1 X 0 X x 0 X x 0 O X x O X UNEQUAL LITES x 0 UNEQUAL LITES O X UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS. 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11-12 PARTS LIST 12 ANCHORAGE 1.3,4,13 IN MIAMI-DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED. 2, CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / 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 i4-1'XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 444 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% 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 1f2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" 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. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. &s7. REFERENCE TEST REPORTS: FTL-3580, FTL-3582, FTL-3587, FTL-3729, FTL4607 AND FTL-4608. 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). A.wQefr F.K. 7/1003 C NO CHANGE THIS SHEET A. ei ar FK aar J J. anw" By - EN. N21•05 10/24/11 oa* 12/17/02 R.4.bx O E e.,.n.ne,. ADO 7O"HT„ GLASS TYPES F AND G. REVISE ANCHORAGE FOC 2010 CODE CHANGE & SO` RULE o.m 307.0 TECHNOLOGYORIVE NOKOMIS, FL 24276 P.O. OOX 152e NOKCMIS, F134274 T Kiddy Herter NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS s+w. 1 « 13 vw 7045-8 E PRODUCT !WISED " °"" Iymg wish the Hondo 13rrii0ios Cod. Acccpimicc No i I 1 l 0 " II Ain)! Uric Pr uc14'm11rc PEJO 68765 ® 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I— 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 32 33 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 0 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENS OR TEMPERED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT j--- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL NO CHANGE TEAS 5NEET ADD 13I1r LUR l.O. W/77197AM7& CORRECT 5718' LAMI DETAS. 30'RULE uv"n®r o.n: bS.a.d o.r: AlC 03f25/03 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED OR ®TEMPERED GLASS 1070 TECHNOCOGY0R1YE NOKOMIS. PL S+z75 PXR BOX 077 NOKGMIS, PI 34774 13/18" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE IN MIAMI-DADE ANY IG UNIT INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER ---3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL Oroinbm GLAZING DETAILS TOL Visibly Borer ALUMINUM CASEMENT WINDOW, IMPACT rowr uwar CA•746 I NTSI 2 d 13 I 7045.8 ODUCT REVISGI) 1 damply ing wllll toe Mlundn Cadc �Idpm cm Na 10.18 /Z.o1 ad! Can *_ ▪ No.58705 * I° '4ilE sTme ,• S/ONA111- 0 A LYnri Li iW& PEA 58705 1 1/2" t/ CENTERLINE I ; 1112"� l ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 4" MAX. ANCHOR LOCATION TYP. DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL 1 TYP, (2) / 7" --- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX, DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX, DAYLIGHT — OPENING 30" MAX. — DAYLIGHT -- OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: -X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL TYP. (2) ( 13" MAX. O.C. 4" MAX. / 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX.-1�+— VENT TYP. 37" MAX. 13" MAX. 60" MAX. FIXED I - I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT RFVESUb nr o,,plyin wall iiu Florida N adi"p Codc Accept -owe No i O .l,Q Miaml i7odo Produn Cones° +s,." ar FJL 7/t6tl3 Revldasc ADD HINGE LODATIVN DETAILS Perri Os ro..aar J.J. valw 5423105 MR r0229/11 1124447. antfa": E 0'Mn aY Or 0.4557 P.K. 12/17102 !HAW, MAX HT. TO 76. AHD MAX DLO TO 69' M3 CHAM 5 ?He SHEET o.eK I Y079TECHNOLOGY DRIVE NO➢(0.616 Ef. 34275 P.O. eOX 152E N0160406 FL 34279 nGT. Vtx/bly !letter 'XX" & "XOX" ELEVATIONS AL• UMINUM CASEMENT WINDOW, IMPACT cA7�9 3 r 13 NTS Oval* ft. 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) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1I2' MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 37" MAX. WIDTH 30" MAX DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT ,L_141/2' MAX_ O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. DAYLIGHT -- OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 53' MAX. DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING I----1 13" MAX. O.C. ELEVATION "E° - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. L --37" MAX. VET 60" MAX. FIXED ELEVATION 'F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) --�1-13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP, (2) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT An. Pr EK FMatr_ 6/73N5 C ADD HINGE DETAIL d HINGE LOCATION NOTES Maur By, F.K. BaW 7/2 ,03 0 CHANGE MAX. HT. TO AS' APO MAX. DLO TO 6H' J.J. MOM s F.IC /024R7 DY 1E17/02 F.K. NO CHANGE THIS SKEET Ou" WiS TECHNOLOGY DRIVE NOKOMIS FL 94273 P,0 KOK arcs NOKOMIS. FL 34274 Urir6ly &uer X" "Q; "XO" OX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT a"rs"ew CA-740 NTS bow 4 . 13 7045-13 E PRODUCTRi0VJS13D ns canplyinp w115 4,o P7uri& Linlldios Code Acc. ptanco No iKniLnl7a11 L33ta Mwdd Bodo Ftoduct Quad] %2a/3 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL-3729 GLAZING OPTIONS: A. 5/16" LAMI (1/B"A,.090,1/81HS) B. 5/16" LAMI (1/8"HS,.090,118"HS) E. 13116" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-Wl 1/8"HS,.090,118"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 T 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 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -00,0 70.0 -90.0 70.0 -90.0 70,0 -00.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 ..-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 -90.0 70.0 24 A -90.0 70.0 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 -85.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 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 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0A-72.4 70.0 -69.9 69.9 -67.8 67,8 -66.2 66.2 -65.0 65.0 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 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 60.0 -58.5 58.5 -56,2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 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 -90.0 70.0 -90.0 70.0 32 A -90.6 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 53.8-53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 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 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -85.5 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 8,E 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75,0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3--51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E i -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 37 A -75.0 70.0 -75.0 70.0 -73.7 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 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 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 3T' WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7118" LAMI (3/16_ "A,.090,3116"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7116" LAME-W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76'' HIGH 1 -55.0 55.0 PRODUCT' REVISED as &implying midi the Florida Building Code FFCC Ac¢plmtw N� IG 1 0 - /2 NOTES:. X Mj nI Dodo Product Cwtm FOR INS ALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. \.`��ON,I..YNN r'1i111 ��'•,� �,��..' �‘GENSLe ''M" r ., * *-w * = No. 58705 lane FA � 71, 0W C ,: NO CHANI�E 7H!$SHEET nolerfoise ';PC)...'' '•., w""eaY oar N.J.' 117707ECHNOLOGYARIVE PRESSURES- X CONFIG• WINDOWS .M FORSOP-' [�� l,�` F.K fl¢ae2s a fiEVISE ANCHORS & ADD 76 HEf&FIFOP7?ON NOK0 $..fl- SS�I,IO,lNAk-' - Moved Br oat.. s P.0. SOK 1579 ,qLUhRINUMCASEMENT i+l/INBOIN, IMPACT �!! �� J.J. -. 9x Fit 1 10/24N1 u.": 12117/82 E Ca.a.say NO CHANGE THIS SHEET w,,, N€ KOWS, FL 34274 Viably fetter CA.740 _ NTS arr 5 .' 13 u�b 7045.8 _ E ALynnialttii4.. P.E.! 58705 COMPARATIVE ANALYSIS TABLE 3. "XX' Vi/IN.DOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A. 5/16' LAMI (1/8"A„090,118"HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG FOSNEC POS NEC POS NEC POS NEC POS NEC POS MEG POS NEC POS NEC POS NEC POS NEG POS 37 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 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 -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 70.0 531/8 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 89.5 -67.5 67,5 57 A -75.0 70.0 -75.0 70.0 -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 63.0 760.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -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 -75.0 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 47,7 68 A -75.0 70.0 -75.0 70.0 -75.0 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 -75.0 70,0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 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 x x TABLE 4. "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5116" LAMI (1/8"HS„090,1/8"HS) E. 13/16" LAMI (118"HS,3/8" SPACE,5/16" LAM I-W11/8"HS,.090,1/B"HS) ALL 'XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.0 170.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16`A,.090,3/16"HS) ALL "XX.' SIZES UP TO 74" WIDE x 76" HIGH I -55.0I 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 1112 SCREWS. DESIGN PRESSURE IS LIMITED T069.6 P.S.F. PRODUCT aevisoin +>' complying w16i 41a Merida Au8ding Cod Arxl4Deee No Mi61111 "n]a P odaci Canlm F.K. D"4 B/2aro5 0 REVISE ANCHORS &ADD TABLES 76' HEIGHT OPTION Rood Sy JJ. 1012411 enl NO CHANGE THIS SHEET 6rv01' F.K. our 12/17/02 Dan: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1622 NOKOMIS, FL 34274 �T- Visibly fleeter PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 41.1.4,10 CA•740 NTS 6 13 7045-8 E `ccENSF '' • ,Cc,P * No. 08705 '. * ~� * - ,per. srA<v� 7'"S5;JONAL -a P.E# 58705 COMPARATIVE ANALYSIS TABLE 6. "0" & "1/4-112-1/4 XDX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729, FTL-4607, FTL-4608 WIDTHS "0" "XOX" 36 37 39 1!2 42 45 48 72 74 79 84 90 86 GLAZING OPTIONS: A. 5116" LAM! (118"A,.090,1/8"HS) B. 5118" LAMI (118"HS,.090,1/8"HS) C.7716" LAMI (3f16"A,.090,3116"HS) E. 13/16" LAMI (118"HS.318" SPACE.5116" LAMI-W/ 118"HS,.090,1/8"HS) F.13/16" LAMI (1f8"HAIR SPACE,7116" LAMI-VW 31165A,.090,3f16"HS) A HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 80 63 67 72 76 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.9 POS 70.0 NEG -70.4 PO6 70.0 NEG -60.4 POS 60.4 NEG 54.3 PO8 54.3 NEG -51.1 POS 51.1 NEG -47.9 PDS 47.9 NEG -44,8 P05 44.8 NEG -42.2 POS NEC 42.2 -39.7 POS 39.7 S,E C,F A 6,E C,F A B,E -75.0 -90.0 -75.0 -75,0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -75,0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 -75.0 90.0 -73.7 -75.0 -90.0 -67.8 -75.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 .75.9 -90.0 -87.9 -75.0 -90.0 -82.1 -75.0 70.0 70.0 87.9 70.0 70.0 62.1 70.0 •75.0. -90.0 -59.0 -75.0 -90.0 -55.7 •75.0 70.0 70.0 59.0 70.0 70.0 55.7 70.0 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 70.0 70.0 52.8 70.0 70.0 49.8 70.0 -75.0 -90.0 -49.9 -75.0 -90.0 446.9 -75.0 70.0 70.0 49.9 70.0 70.0 46.9 70.0 -75.0 -90.0 -46.4 -75.0 -00.0 -43.8 -75.0 70.0 70.0 48.4 70.0 70.0 43.6 70.0 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 70.0 70.0 43.5 70.0 70.0 41.1 70.0 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 70.0 -75.0 70.0 -90.0 41.1 •3$.8 70.0 -75.0 70.0 -90.0 38.6 -36.5 70.0 -75.0 70.0 70.0 38.6 70.0 70.0 36.5 70.0 NEGIPOS -55.01 55.0 -55.01 55.0 NEGIPOS -55.01 55.0 -55.01 55.0 NEG LPOS -55,0 1 55.0 -55.01 55.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75,0 70.0 70.0 -90.0 -52.4 70.0 62.4 -0.0 -58.4 70.0 58.4 -90.0 -63.3 70.0 63.3 -90.0 -58.4 70.0 56.4 -90.0 -53.4 70.0 53.4 -90.0 -50.0 70.0 $0.0 -90.0 -46.9 70.0 46,9 -87.4 -44.3 70.0 -832 44.3 -41.9 70.0 41,9 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 76.0 -75.0 70.0 -55.0155.0 -55.01 55.0 -55.01 55.0 C,E A -86.0 -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0' -90.0 -58.0 70.0 58.0 -90.0 -54.6 70.6 54.8 -90.0 -59.3 70.0 59.3 -90.0 53.6 70.0 53.6 -90.0 -50.9 70.0 50.9 -90.0 -47.5 70.0 47.5 -84.5 -44.7 70.0 44.7 -79.7 -42,1 70,0 -75.6 42.1 - 9.7 70.0 35.7 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 76.0 -75.0 70.0 -55,01 55.0 -55.01 55.0 -55.0 1 55.0 C,F A -90.0 -75.0 70.0 70-0 -90.0 -65.0 70.0 65.0 -90.0 -54,3 70.0 54.3 -90.0 -51.1 70.0 51.1 -90.0 -55.1 70.0 55.1 -90,0 -51.4 70.0 51.4 -88.2 -48.6 70.0 48.6 -81.8 -45.3 70.0 45.3 -76.9 -42.5 70.0 42.5 -72.4 -40.4" 70.0 -69.2 40.4 -38.4 892 384 6,E -75.0 70.0 -75.0 70.0 -75.0 70.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0. 70.0 -55.ot 55.0 -55.pi 55.0 -55.01 55.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 79.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -64.1 • 54.1 -55.01 55.0 -55.01 55.0 -53.21532 50 1/2 53 1!8 54 101 108 3/8 108 A -75.0 70.0 -66.8 50.8 51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46,9 48.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 C,F A -75.0 -90.0 -75.0 70,0 70.0 -75.0 -58.7 70.0 70.0 513.7 -75.0 -48.7 70.0 70.0 45.7 -75.0 -90.0 70.0 70.0 45.4 -75.0 -50.0 70.0 70.0 50.0 -75.0 70.0 45.1 -75.0 -44.2 70.0 70.0 44 2 -75.0 -42.2 70.0 70.0 42.2 -88.8 -40.1 70.0 88.8 40.1 -75.0 -38.0 70.0 80.5 36.2 B,E A -75.0 -75.0 70.0 70.0 70,0 -75.0 -90.0 -58.2 70.0 70.0 58.2 -75.0 -47,9 70.0 70.0 47.9 -75.0 -90.0 70.0 70.0 44.5 -75.0 70.0 70.0 49,1 -78.4 70.0 70.0 45.3 -75.0 -71.1 -43,4 70.0 70.0 43.4 -75.0 -66.5 -41.9 70.0 66.5 41 -39,8 70.0 63.0 39.8 -75.0 -60.0 70.0 -72A 60.0 -57.3 70.0 57,3 35.9 B,E C,F -75.0 -90.0 70.0 70.0 -75.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -86.9 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.1 70.0 -75.0 -65.4 70.0 654 -75.0 -61.8 70.0 61.8 -75.0 -59.1 70.0 56.4 -53.8153.8 -45.21452 55 1/2 111 A 70.0 -57.1 57.1 46.4 43.3 -47.5 47.5 43.9 -42.2 42.2 -40.8 40.8 -39.1 39,1 35.4 ELE -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 5.0 70.0 -75.0 10.0 70.0 -75.0 70.0 70.0 70.0 -70.8 70.0 -90.0 70.0 70.0 70.0 70.0 -843 70,0 70,0 -68.4 68.4 53.6 -60.1 60.1 54.8 -43.6143.8 57 114 A -75.0 -75.0 70.0 -56.2 -75.0 58.2 70.0 -44.8 -75.0 44.8 70.0 -42.1 42.1 -46.2 -75.0 46.2 70.0 -425 42.5 70.0 -41.2 -75.0 70.0 -39.8 -75.0 39.8 70,0 -75.0 70.0 -73.3 34.8 C,F -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 66.7 -61.8 61.8 -56.7 58.7 55.9 -532 53.2 -49.4149.4 58 1/2 117 A 15,6 -74.2 -75.0 70.0 70.0 70,0 -55.0 -75.0 -90.0 55.0 70.0 70.0 -75.0 -90.0 43.4 70.0 70.0 -40.9 -75.0 40.9 70.0 70.0 -44.8 -75.0 44.8 70.0 70.0 -41.3 -75.0 41.3 70.0 59.0 -75.0 402 70.0 64.9 -75.0 -60.4 38.7 70.0 80.4 7.6 -75.0 37.6 70.0 57.3 -36.1 -72.2 70.0 438.4 34.2 138.4 -47.8147.8 41.7141.7 60 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 39.7 43.5 -40.4 40.4 39,2 -37.6 37.6 36,7 33.7 B,E -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.3 70.0 -71.0 67.4 -90.0 70.0 -90.0 70.0 70.0 70.0 -77.1 70.0 67.3 63.3 -59.1 55.9 53.0 -50.0 50.0 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: O. 7115" LAMI (3.016"HS..090,3116"HS) TABLE 7A. TEST REPORTS: FTL-4507, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 2 4 0 PRODUCT RVI/JSEI, to. complymg wick die FlorieS Dew . toot New er 7110.03 NO CHANGE THIS SHEE r Iniklorw 6123/05 CHANGE ANCHORS AND ADD 76" H7. OPTION 10/24/11 NO CHANGE' MIS siirFr 1070 TECHNOLOGY DRIVE Visibly Better ntfic ALUMINUM CASEMENT WINDOW, IMPACT NTS 11.4 7045-8 • z : 44...fr COMPARATIVE ANALYSIS TABLE 8. "XO' OR "OX" 8. "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A. 5116" LAMI (1/8"A.090.1!8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55 1/2 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 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 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 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 87.5 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 -75 0 70.0 -75.0 70.0 -75.0 70.0 -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 76.0 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 47.7 67.333 101 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 52.6 -49.4 49.4 45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39 7 74 , 111 A -75.0 70.0 -75.0 70.0 -73.7 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 9. "XO" or "OX" & "113-113-113 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 3 X 1 3 O 1 3 X X O O X GLAZING OPTIONS: B. 5/16" LAMI (1/81HS„090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/15" LAMI-WI 1/8"HS..090,118"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113-113-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE -lb. "XO" or 'Or & "1/3-1/3-113 XOX' WINDOWS TEST REPORT FTL-3580 GLAZING OPTION: C. 7116" LAMI (3/16"A,.090,3/15"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -90.0 1 70.0 TABLE 10A. *XO" or 'OX* & "113-1/3-173XOX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/10" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/18" LAMI-W/3/16"A,.090,3/18"HS) ALL ''XO'' OR "OX" SIZES UP TO 74" WIDE x 78" HIGH AND ALL "113-1/3-173 X0X" SIZES LIP TO 111" WIDE x 78" HIGH -55.0 1 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 #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Lk ,s 7110103 NO CHANGE THIS SHEET a..aar FX Lear (223R32 Rd•tlaw: C4ANOEAVCTHO1RS AND ADO 76' HEIGHT OPrft V w..sd ay: J.J. v,,.,» dr. F.K. 2.14, 12 24/11 Role 12f17/02 E Gealed4r NO C7:WNGE THIS SHEET usw 1070 TEC CVIXGGYDRIVE NQK05S15, FI, 34275 P.O. SOX Me NOKOMNS, FL 34274 PRESSURES- X0, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly 1Becrer 9..4...b-41 CA.740 s_ 1an.u- NTS 8 -'13 7045-8 1'ROO JCT RLWTSRI) fK C.tlltrlyllig W111i Iltc I7onilo I)uildin Co& Ea % cu Nil L {J. I n9w i 1),1@0 Pta4oca Com,,,I 00, 111 111,,, 1 ��` LYNN �/, 1�O�'' LILCA,g f '-..eo * No.58705 ' • =,1 ' 4- • 44 EO 0:•. STATE OP A. I i,M 1Aik P;E. P.E.4158705 COMPARATIVE ANALYSIS TABLE 11. "XO"ar"OX" 8 '%DX' UNEQUAL UTE WINDOWS TEST REPORTS: FTL•3580, FTL-3582, FTL-3729, FTL-4607, FTL-4506 GI AZING OPTIONS: A. 5/16" LAMI (1/B'A-,090,1/8'HS) B. 5116" LAM1 (118"HS„090.1/8"HS) C. 7116" LAMI (3/16'A,.090,3/181H8) E. 13116' LAMI (1/8'FIS.318' SPACE,5f16" LAMI-W/ 1/8"HS,.090,1/81HS) F. 13116-LAMI (118 A,AIR SPACE,7116" LAMI-W/ 3/18"A,.000,3/16"HS) WIDTHS "XOX" VENT FIXED 69.264 88.919 95.973 108.649 19.125 24 27 30 31.014 38,919 42.973 48.649 A HEIGHT 26 NEG -75.0 P05 70.0 36 NEG -75,0 FOS 70.0 38 3/13 NEG -75.0 1.70-0 POS 43 NEG -74,1 POS 70.0 48 NEG -64.9 POS 64.9 50 5/8 NEG POS -80.6 80.6 54 NEG -58.1 P06 58.1 57 NEG -56.1 POS 56.1 60 NEG -53.3 POS 53.3 63 NOG -50.5 67 POS NEG POS 50.5 B,E C,F A 13,E -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -69.1 -75.0 70.0 70.0 69-1 70.0 -75.0 -90.0 -63.4 -75.0 70.0 70.0 63.4 70.0 -75.0 -90.0 -56.5 -75.0 70.0 70.0 56.5 70.0 -75.0 -90.0 -50.4 -75.0 70.0 70.0 50.4 70.0 -75.0 -90.0 -47.5 -75.0 70.0 70.0 47.5 70.0 -75.0 -90.0 -44.1 -75,0 70.0 070.0 44,1 70.0 -75.0 -90.0 -41.6 -75.0 70.0 70.0 41.6 70.0 -75.0 -90.0 -39.2 -75.0 70.0 70.0 39.2 70-0 -75.0 -90.0 -36.9 -73.8 70.0 70.0 36.9 70.0 -55.01 55.0 72 NEGIPOS 55.0I 55.0 76 NEG POS -56.0155.0 C,F A -90.0 -75,0 70.0 70.0 -90.0 •60.5 70.0 60, 5 -90.0 -57.2 70.0 57.2 -90.0 -62.1 70.0 '52.1 -90.0 -55.2 70.0 55.2 -90.0 -52,6 70.0 52.6 90.0 -49.1 70,0 49.1 -00 -46.2 70.0 46.2 .89.4 -43.6 70 0 43.6 -85.2 .41.1 70.0 41.1 O,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 -5541 55.0 s5.J 55_0 -55.0 155.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 -50.4 70,0 50.4 -90.0 -54.5 70.0 54.5 -90.0 -50.7 70.0 50.7 -90.0 -48.2 70.0 48.2 -87.0 -44.9 70 D 44.9 - 81.9 -42.0 70.0 42.0 -77.2 -40.1 70.0 40.1 -73.1 -38.D 70.0 38.0 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 70.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90A 70.0 -84.7 70.0 -79.5 70.0 -73.6 710 -69 7 69.7 -66.3 66.3 -63,1 63. t -55.01 55.0 115.892 122 123.135 32 33.687 34 61.092 54.827 55.135 A 8.E C,F A B,E C,F A B,E C.F -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -49.9 -75.0 -90.0 -47.3 -75.0 •90,0 -46.8 -75.0 -90.0 48.9 70.0 70.0 47, 3 70,0 70,0 46.8 70.0 700 -46.8 •75.0 -90.0 -44.0 -75.0 -90.0 46.8 70.0 70.0 44.0 70.0 70.0 -43.8 43.6 -75.0 -90.0 70.0 70.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 47.4 70.0 70.0 44.7 70.0 70.0 44.3 45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 45.5 70.0 70.0 42.6 70.0 60.4 42.4 -42.7 -75.0 `68.3 -41.4 -75.0 -84,7 41.1 42.7 "70.0 88.3 41.4 70.8 64.7 41.1 -40.7 - 75.0 54.8 -39.5 -75.0 51.0 -39.3 40.7 70.0 64.8 39.5 70.0 61.0 39,3 -38.6 -75.0 •61.4 -37.5 -74.9 -58.4 -37.3 38.6 70.0 61.4 37.5 70.0 58.4,4 37.3 -36.6 -73.2 -58.6 -35.7 -71.4 -55.7 -35,5 36.6 70.0 58.8 35.7 70.0 65.7 35.5 -75.0 -73.1 70.0 70.0 -663 704 618 -75.0 70.0 64.1 -75.0 70.0 60,6 -74.6 70.0 67.9 -71.0 -55.2 70.0 -47.71 47.7 -44.0144.0 126.000 34.791 56.410 A -75.0 70.0 45.5 45.5 -42.6 42,0 -48.7 46.7 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 36.9 38.9 -35.0 35.0 -75.0 -90.0 70.0 70.0 -75.0 430.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 432,8 70.0 70.0 -75.0 70.0 70.0 -67.3 70.0 67.3 -75.0 -62.5 70.0 62.5 -75.0 70.0 59.2 56.5 70.0 66.6 -70.1 -53.8 70.0 130 35,896 58.209 A -75.0 70.0 70.0 -754 43 -412 -75.0 41.2 70.0 -45.1 -75.0 45.1 70.0 -41.5 -75.0 41.5 70.0 40.4 70.0 -38.9 -75.0 -90.0 70.0 -90.0 130.376 134 36 37 58.378 60 1151 70.9 1111 -90.0 70.0 11110 70.0 65.3 70.0 -37.7 -75.0 37.7 -36.2 -72,4 36.2 70.0 -34.3 -58.6 34.3 68.6 -60.6 50.6 -57.6 57 8 64,7 -51.9 51.9 -41.4 41.4 -40,3 40.3 -318 -37.6 -7511 70.0 70.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 37.6 70.0 -36.1 -72.3 70.0 -34.3 -68.5 34.3 68.5 C.F A C.F -72.9 -75.0 -90.0 70.0 70,0 70,0 70.0 -90.0 -42.2 -75.0 70.0 42.2 70.0 70 -90.0 -75.0 -90.0 70.0 39.7 70.0 70.0 -43.5 -75.0 70.0 43.5 70.0 70.0 -69.1 -40.4 -67.3 69.1 40.4 67.3 -65.1 -75.0 85.1 39.2 70.0 83,3 405 -75.0 -59.1 "XO" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 60.5 37.7 59.1 57 4 36,7 70,0 55.9 -54.6 -53.0 54.6 35.5 70.0 -51.7 -33.7 51.7 33.7 67.4 -43.81 43.8 53.0 -50.0 50.0 TABLE 12. "XO" or "OX" & "X0X• UNEQUAL i 1TF. WINDOWS TEST REPORT: FTL-3580 ALL "X0X" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT VV$DTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" saes UP TO 97" VVIDE x 63" HIGH WITH 37" WAX. VENT WIDTH AND 60' MAX, FIXED WIDTH .90.0 70.0 TABLE 12A, "XO" or "DX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS* FTL-35/00, FIL-4607, FTL-4608 ALL °X0X" SIZES UP TO 134" WIDE x 76" HIGH VVITH 37° MAX. VENT WIDTH AND 69" MAX. FIXED WIDTH AND ALL "XO" cr "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX_ VENT WIDTH AND 60' MAX FIXED WIDTH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S F. Ainlabr Fit 711003 NO CHANGE THf5 -SHEET Rowdly 402.7105 0 CHANGE ANCHORS AND AOG 76' HECHT 010110N .000040 1024/11 NC CHANGE TM'S sHal -40.8140.8 UNEQUAL LITES Acscpluiter 10.18 Mur ALUMINUM CASEMENT WINDOW, IMPACT Viably Better ▪ NTS 704.5-8 -7-13-7C1:0] 1.61: 07 1 " COMPARATIVE ANALYSIS TABLE 8. "XO'' OR "OX" & "1/3-113-1/3 XOX" WINDOWS TEST REPORT: FTL-3562 GLAZING OPTION: A. 5/16" LAMI (1/0"A,.090,1/8"HS) "X0" WIDTH "X0X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 531/8 792/3 A -75.0 70.0 r-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 -87.5 67.5 56 84 A -75.D 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 60 90 A -75.0 70.0 -75.0 70.0 -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 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 47.7 67.333 101 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 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55,1 -51.9 51.9 -48.9 48.9 -45.8 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 -70.4 70.0 -60.4 60.4 -54.3 54,3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 -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 38.8 TABLE 9. "XO" Of "OX" & "1 3-113-1/3 XOX" WINDOWS TEST REPORTS: FTL-3562, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16 LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1 !3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1.75.0 1 70.0 TABLE tip. "XO" or "OX" & "1/3.1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3116"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH I -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3.1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3580, Fl L-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A..090,3/18"HS) F.13/16" LAM] (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "XO' OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" 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 1/4" TAPCONS OR 114" SS4 CRETE-FLEX ANCHORS. 2, IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 A.S.F. one FX. 7/10/09 F J( Aria F,K.. 6/2303 rs.maey Oki.. J.J. f0/24/11 0 tbWbvr NO CHANGE THIS 5HEE F CHANGE ANCHORS AND ADD 7E-HE1GHT OPTION NO CHANGE 7HIS S om• F.K. 12/1 ,132 1670 TECHNOLOGY' DRIVE NOKOMIS. FL 34276 P.O. BOX 1626 KNOWS, FL yM214 Visibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 3 X 1 3 O 3 X X 0 0 X PRODUCT RrVisrf) as con,Vlyi4 wil6 tru: Honda IA,.il inl;Co.lc daucpulouc No._ - t d.la rt, d Pa/af mini DadDa& Product Contra ,uln refer P,E658705 COMPARATIVE ANALYSIS TABLE 11. "XO"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3560, FTL-3582, F74-3729.FTL-4607,FT4-4608 GLAZING OPTIONS. A. 5115" LAMS (118"A,.090,118"H5) 0. 5116" LAMI (1181-1S,.090,1181-1S) C. 7J16" LAMI (3J18"A,.090,3116'HS) E. 13116" LAMI (118"HS,318" SPACE,5116" LAMI-WJ 118"HS,.090,1J8"1-1S) F. 13116- LAMI (118 A.ASR SPACE,7116" LAMI-W13/16°A,.090,3116"HS) WIDTHS %OX" Vt1Yl FIXED 69.264 86.919 9fi.973 108.649 115.1392 122 19.125 24 27 30 32 33.687 31.014 38.919 42.973 48.649 51.892 54.627 A 26 36 NEC; -75.0 POS 70.0 NEG -75.0 POS 70,0 38318 NEG -75.0 POS 70.0 43 NEG -74.1 POS 70.0 48 50 519 NEG -64,9 POS NEG 84.9 -60.6 POS 60.6 HEIGHT 54 NEG -58.1 POS 58,1 57 NEC -56.1 -POS 56.1 80 NEG POS -53.3 53,3 63 NEG -50.5 POS 50.5 8,E C,F A -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -69.1 70.0 70.0 69.1 -76.0 -90.0 -63.4 70.0 70.0 63.4 -75.0 -90.0 -56.5 70.0 70.0 56.5 -75.0 90.0 -50.4 70.0 -75.0 70.0 -90.0 50.4 -47,5 70.0 70.0 47.5 -75.0 -90.0 -44,1 70.0 70.0 44.1 -75.0 -90.0 -41.6 70.0 70.0 41.6 -75,0 -90.0 -39.2 70.0 -75.0 70.0 67 NEG [PDS 72 NEG1 POS NEG POS 70,0 39.2 -90.0 -38.9 70.0 38.9 8,E -75.0 70.0 -75.0 70.0 -75.6 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 C,F A B,E C,F A B,E C,F A B,E C,F A -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 -90.0 -80.5 -75.9 -90.0 -53.5 -76.0 -90.0 -49.9 -75.0 -90.0 -47.3 70.0 60.5 700 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -45.8 -75.0 -90,0 -44.0 70.0 57.2 70.0 70.0 50.4 70,0 70.0 46.8 70.0 70.0 44.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 70.0 62.1 70.0 70.0 54-5 70.0 70.0 51.3 70.0 70.0 48.4 -90.0 -55.2 -75.0 -90,0 -50,7 -75,0 -84.7 -47.4 -75.0 -78,8 -44.7 70.0 -90.0 55.2 -52.6 70.0 -75.0 70.0 -90.0 50.7 -48.2 70,0 -75.0- 70.0" -79.5 47.4 -45.5 70.0 -75.0 70.0 -73.2 44.7 -42.8 70.0 52.G 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 -90.0 -49.1 -75.0 -67.0 -44.9 -75.0 -73.6 -42.7 -75.0 -88.3 -41.4 70.0 49.1 70.0 70.0 44.8 70.0 70.0 42.7 70.0 88.3 41.4 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -89.7 -40.7 -75,0 -64.8 -39.5 70.0 452 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 -89,4 -43.8 -75.0 -77.2 -40.1 -75.0 -68.3 -38.6 -75.0 -61,4 -37.5 70.0 43.6 70.0 70.0 40.1 70.0 68.3 38.6 70.0 61.4 37.5 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.6 -35.7 70.0 41.1 70.0 70.0 38.0 70.0 63.1 35.6 70.0 58.8 35.7 8,E C,F -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -85.6 70.0 70.0 -75,0 -74.0 70.0 -75.0 70.0 -69.4 70.0 69.4 -75.0 -84.7 70.0 64.7 -75.0 70.0 61.0 -74.9 -56.4 70.0 513.4 -71.4 -55.7 70,0 55.7 -55.01 55.0 -55.01 55.0 -52.11 52.1 -55.01 55.0 -55.01 55.0 -47.71 47.7 -55.0 1 55.0 -47.7147.7 123.135 126.000 130 130.378 134 34 34.791 35.896 36 37 55.135 56.418 58.209 58.378 60 A B,E C,F A B,E -75.0 -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -46.8 -75.0 -90.0 -45.5 -75.0 45.8 70.0 70.0 45.5 70.0 -43,6 43.0 -47.9 -75.0 70.0 -75.0 -90.0 70.0 -85.0 -42.642.6 -40.7 -75,0 70.0 -75.0 47.9 70.0 70.0 46.7 70,0 -44 3 -75.0 -73.1 -43.1 -75.0 44.3 -42.4 70.0 -75.0 70.0 -68.8 43.1 -41.8 70.0 -75.0 42.4 70.0 68.8 41.6 70.0 -41.1 -75.0 -84.1 -40.2 -75.6 41.1 70.0 84.1 40.2 70.0 -39.3 -38.7 -75.0 39.3 70.0 60.5 38.7 70.0 -74.6 -57.9 -73.7 70.0 57.9 30.9 79.0 -71.0 -55.2 -70.1 35.5 70.0 55.2 35.0 70.0 -51.51 51.5 C,F A B,E C,F A -90.0 -74.4 -75.0 -90.0 -74.3 70.0 70.0 70.0 70.0 70.0 -90.0 -43,6 -75.0 -90.0 -43.5 70.0 43.8 70.0 70.0 43.5 -90.0 -41.2 -75.0 -90,0 •41.0 70.0 -82.8 41.2 -45.1 70.0 -75.0 70.0 41.0 70.0 45.1 70.0 -79.9 70,0 --45.0 45.0 -71.3 -41.5 -75.0 -69.3 -41.4 70.0 -87.3 41.5 -40.4 70.0 -75.0 89.3 -65.3 41.4 -40.3 87.3 40.4 70.0 65.3 40.3 -82.5 -75.0 82.5 38.9 70.0 38.8 -59.2 -37.7 59.2 70.0 57.5 37.6 -56.5 -36.2 -54.7 58.5 36.2 70.0 54.7 38.1 -34.3 456.6 -51.9 -34.3 53.8 34.3 66.6 51.9 34.3 B,E -75.0 70.0 -75.0 70,0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -68.5 66.5 -43.01 43.0 -41.9141.9 C,F A -90.0 -75.0 70.0 70.0 70.0 -90.0 -42.2 -75.0 -90.0 70.0 42.2 70.0 -90.0 70.0 39.7 70.0 70.0 -79.13 -43.5 -75.0 -77.1 70.0 43.5 70.0 70.0 -89.1 -40.4 -75.0 -87.3 40.4 -39.2 70.0 -75.0 65.1 39.2 70.0 63.3 -37.7 -59.1 "XO" & OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 60.5 37.7 70.0 59.1 -57.4 -55.9 57.4 35.7 70.0 55.9 -53.0 54.6 35.5 70.0 53.0 -51.7 -33.7 -67.4 -50.0 51.7 33.7 57.4 50.0 TABLE 12. "XO" or "OX" & "X0X" UNEQUAL LITE WINDOWS TEST REPORT FTL-358.0 ALL "X0)4" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 5D" MAX FIXED WIDTH AND ALL "XO" or 40X" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT VV1DTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. ALL "XOX' SIZES UP TO 134' WIDE x 76" HIGH WITH 37" MAX VENT WIDTH AND SG" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WIlh 37" MAX. VENT WIDTH AND err M.AX FIXED WIDTH -55.0 55.0 -42.5142.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH tt12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Fond' lay 7/10103 C NO CHANGE THIS SHEET rfoorgy We: Pa' 10/24.01 E NO CANOE THIS SHEET P.O. SOX IS2B Visa* Hefter UNEQUAL LITES UNEQUAL LITES PRODUCT rums9x) Buildnig. Cede Accwilet NO ALUMWUM CASEMENT WINDOW, IMPACT NTS ft OR Q MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT 4 1_.]MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) REFERENCE XQ & XOX FRAME ASSEMBLY DETAIL, SHEET 11 A CgDO MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT- 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 HORIZONTAL SECTION - XX 000 MAX. VENT DAYLIGHT OPENING (SEE SHT- 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X ata: 7/10/03 Pda: B123/05 Way.laa: PoeMoax SHOW TOP IONOE CNC SHT. NO. REF. AND AOD !TEM 99 RattQ By JJ Daro: 1012401 Animas: E NO CHANGE THIS SHEET Deers By. F.K n.": 12117/02 chwaad By. Dec 10701 ECNNOL O Ci Y DRIVE NOKOMIS. PL 34279 PA. 9O7( 162.9 NOKOMIS. FL 34274 Ganalnx �G — ALUMINUM CASEMENT WINDOW, IMPACT 1,7.0101y Better - 0'", CA-740 NTS 10 W l3 7045-8 E PRODUCTRNd&GD a. colnlllyII9; with Mu Fiulii0 13"ildintt Code Acccl,lmrco Na IN All 010 Sy _ Minn: ado Praducl Control 1 D i /201 FRAME ASSEMBLY TUBE, MATL: 6063-T6 "X' FRAME JAMB #12x1 PH TEK SMS 13" MAX- O.C. Wi (2) SCREWS 3" APART AT MID -SPAN "X' FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063-T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL 48x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .095" I CASEMENT BACKING PLATE MAIL: 6063-T6 DWG# 7071 OSASH FRAME HEAD`SILL. JAMB MATL: 6063-T6 DWG# 7003A .062" NOM. 2.919' L2.784'- `. 1 FRAME HEAD, SILL, JAMB MATL: 6063-T6 DWG# 7002A 3.544" .062" NOM. L—2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A Imam IV oar: 7/1W03 NC CHANCE THIS SHEET F.K. Bob: 8/23405 R.w,la,a 0 ADD ITEM 69 He.maY J.J. Ca. 1W24/11 A.rrx E NO CHANGE THIS SHEET aon"I: D. - CM." alr: F/C 72/f 7/02 'D70 TECNMOLOOV DRIVE NOKOMIS FL 54775 P.O. SOX 1576 NOKOMIS: R. 34174 EXTRUSIONS & ASSEMBLY DETAILS Far ALUMINUM CASEMENT WINDOW, IMPACT CA.740 NTS Shoat M 13 ayw 7045-8 PRODUCT RL'V]SED ua cougrfyisrg wily dw Florida Iluildi"0 Code Accdaonec No Dote Mulmi Clark Product Cacho PARTS LIST ITEM DWG !I PGT. II DESCRIPTION 1 7002A MAIN FRAME- HEAD, SILL & JAMBS 2 1155 78I PQA 68 X 1 QUAD PI I SMS 3 7008 FRAME CORNER KEY 4 1/2"X1/2"X I/8"' CLOSED -CELL FOAM TAPE 5 7003A SASI I - TOP, OOVFOM R S1DG RAILS 6 1155 78IPQA IS X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 [.00K SUPPORT PLATE ] 1 010-24 X 362 PFF. PN, TYPE F I2 7014 MULTI -LOCK KEEPER (R.I I. & L.H.) 13 1157 78X76PPSMS 6A X .975 PJ1. PN. SMS 14 7013 T15 BAR GUIDE 15 7015 'DE EAR ASSEMIILY t6 7026 MAXIM DYAD OPERATOR 17 7027 _ MAXIM UCAI.ARM OPERATOR IR 7030 OPERATOR GASKET 19 7031 BACKING PLATE. 20 08.32 X .375 PH.. PN. TYPE B 21 '1032 STUD BRACKET(L.H. & R.H.) 22 7R.R67.A WA X 3/8" FLT. PEAL SMS 23 7033 OPERATOR "IHACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12"HINGE (HEAVY DUTY) 26 71014121•T / 10 X 300 PH. PHL, 30 5/16" LAMINATED CUM& I/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 3/16" LAMINATED (1/8HS& I/811S GLASS) .090 INTERIAYRR - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 31I6HS OIASS) .090 INTERIAYF-R - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/161 IS 3/1611S G1 ASS) .990 INTER LAYER - SOLUTIA OR DUPONT PVE 40 7036 GLAZING DEAD (3116') 41 7042 GLAZING BEAD (71E61 43 1224 611'247 VINYL BULL} WSTP (TI IICK) 44 SE 1CONJi - I)O W CORNING 899, 995 OR EQUIV. 45 I'ARADOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 31 7040 SCREEN CORNER KEY 32 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE -SERRATED 34 331 60976 CASEMENT SCREEN CLIP 35 711x 121'SI'W/1.3 86 X ,300 SQ. PH, TFK SMS 67 7004A 67004 CASEMENT FRAME. ASS'Y. TUFW 68 712X1PPT 612 X 1" I'H.PHIL TEK, 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 SNAP -ON T-HANDLE KNOB 72 7018 7FLDHD FOLDING NANDI.E PARTS LIST CONT. ITEM DWG !f PGT. 4 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A la X „750 QUAD PN SMS 80 70C3A FD:EDWINDOW FRAME- HEAD, SELL &JAMBS 81 1 155 781 POA 66 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7907 INSTALLATION HOLS1 COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS (1/89IS, AIR SPACE, 5/16"LAMP) 5/16" LAND= (2) LITER OE 1/8"HS GLASS WITH AN,090INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1 B'HS, AIR SPACE, 7/L6"IAMI) 7/I6" IAM1= 3/16A & 3/161IS GLASS WMI AN990 INTERLAYEiII - S01R1DA OR DUPONT PVR 86 13/16" I.G. GLASS (1 /8•HS, AIR SPACE, 7/16"LAMI) 7/16" LAM] _ 3/16H5 & 3/16148 GLASS WITH AN.090 JNTERLAYER - SOLUTIA DR DUPONT Mill 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" --- .865" 0 5/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7036 .523" .050" .865" 41 7/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7042 .040" — 1,000" .423" -1 L- 50 CASEMENT SCREEN FRAME MATL: 6063-T6 DWG# 7006 —y .993"-289" II .040" .172" 67I --II .050" F� .569" 0 13/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7047 .125" .062" .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063-T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063-T6 DWG# 7007 2.701 Ameely F.IG Voir 7/80✓03 c NO CHANGE THIS SHEET tiewdag F.K. la...nn,- J.J. ur: d123✓05 Low 16 4f1 f A"Mlar n.wNnr 0 ADD EQIJN, TO ITEM 44, OKICONEANOAOb ITEMS 87, 66 AND 69 NO CHANGE THIS SHEET 6r 0-, 12/17/02 _ CMd"46y M», 1070 TECHNOLOGY DRIVE NOK0MIK F19/275 P.O. BQX 1526 NOKON89 FL 34274 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT Vi,/blr Better r .ram CA-740 NTS 12 a 13 7045.8 E PRODUCTIt1LVISRD 13ii nplyi"01ri111 f10 F1"rida "ildmq Code Ate6r1161Tce No ; �.' "iftr •ue MiwM Dude 116odool Control /20 %II 11 II,,, 0141 t tram ,'', ` * No. 50 7 G5 -13 STATE .;.? DIz1DD.,,.•'\t1�; `'•S""NAL ON ,•, A L54-AMI if, P.E. P,E,6 95700 3 A 2x WOOD BUCK (SEE NOTE 3) 114"MAX. SHIM - a,. ,1i1 ,101.. 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM- E) ASEE NOTE 1 SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM I I A SEE NOTE 2 I I E E NOTE 4 EE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE MU WOOD BUCK LESS THAN 1 1/2" THICK OPERABLE UNIT FRAME TO CONCRETE Aix WOOD BUCK (SEE NOTE 3) 1i4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 _I 1 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK SEE NOTE 4 11/4" MIN. FIXEDUNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" 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, 1/4" ELCO TAPCONS OR 114" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. Rawl By: K. Dula: 7/10103 lion: C NO CHANGE THIS Sneer' ...or. PKL JJ. m." F.K(. drz3ms 0n. 1$74/11 Dab. 12/17/02 0 lrafenn REVISE NOTES AND REMOVE 3,16- TAPCONS d #14 SCREWS NO .CHANGE THISSHEET De.. 1070 TECHNOLOGY DRAW NOKOMIS, FL 34275 P.Q 8OX 1329 NOKOMIS,FL 34274 I/444y /3errer ANCHORAGE DETAILS 171a. ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 3 « 13 7045-8 E raionucT REVISNO 4 complying with Um flcridu Balding Coda ACORHOCC ldu F lI'M o.i$ /2%y �f 1.111 i lrr,,, . • � oI LYN • q" •t 7" @A�.•• vGENSF''.. ? :-. * NO, 58705 ' -0 Cl "%SS/ONAL E�a A. L,{rtdiwat.9.E. P.En 587115 FRENCH DOORS - SERIES FD750 • Traditional wood look with a nine inch bottom rail • Atulti-point stainless steel locking mechanism • Prepped for European sts le hardware not included. asailahle from select or specialized hardware distrihutorsf. Motional PVD polished gold and Pl'D satin nickel trimsets are asailable snot included • Unique, continuous gear hinge • Concealed installation stress • Double ogee muntins asailahle • Two different sidelite sts les to choose: — Full lamp (shown+ matches door profile — Narrow Iamh has slimmer sides providing a wider glass area • Optional laminated insulating glass asailable Product available svirh ETERNA'" FINISH ng lr(l.corn Custom-made Win -Guard ` Impact -Resistant Windows and Doors offer a wide variety of design options to enhance the style, beauty and comfort of your home. And our aluminum frames provide low -maintenance, Tong -lasting beauty. FRAME COLORS Custom Colors Available Emu"' hna Available on C47•10, 1'11 I -iH Ili-(! SCIFii - and Hulls r olors shown may vary from tlw actual application WINDOW AND DOOR STYLES DESIGN OPTiI)m White Bronze Grav Dark Walnut Cherry Dark Oak Acacia Light Oak • Single Hung Windows • Horizontal Roller Windows r • Casement Windows • Picture Windows/ Fixed Lite Architectural Windows • Sliding Glass Doors • Corner Meet Sliding Glass Doors • French Doors BRIRANV 9-im (CUSTOM) Muntin styles depicted are on a Single Hung Wind y. Muntins will vary depending on the window style and size Ogee Muntins Available in double applied and simulated divided lite (with internal flatbar.) GLASS OPTIONS • Impact -resistant laminated glass standard • Laminated insulating glass optional GLASS TINTS • Clear - Gray • Green • Bronze • Obscure (Textured glass for enhanced privacy) SEE FRONT ELEVATION FOR MUNTIN CONFIGURATION • Low-E i1G only) • AZURLITE' • SOLARCOOI.` •White Interlayer (Opaque interlayer for enhanced privacy) DISTINCTIVE STYLING FOR YOUR HOME. (Jun 19thepastyearrtwas such a rel e f `tv know we d/a/rr t have to wany about puttiny up shutters whenever there was a hurricane warning. Phil and Ilene Barocas Ft. Lauderdale, FL DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE, ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) M TAM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wwMiami clad c.gorluerai 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 Miarni-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miatni-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 perforrn 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 "525 " Aluminum Inswing Doors APPROVAL DOCUMENT: Drawing No. W08-32 Rev 1B, titled "Series 525 Alum Inswing Entrance Door", sheets l through 7 of 7 dated 03-25-08 and last revised on MAY 14, 2012, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT 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 statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autornatically 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 shalt 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 Ishaq 1. Chanda, P.E. MIAMI-DAD COUNTY APPROVED NOA No 12-0223.23 Expiration Date: January 27, 2015 Approval Date: May 24, 2012 Page 1 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 Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 08-0331,02) l . Test reports on I) 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(Not Performed) 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 installation diagram of aluminum Inswing / Outswing doors w/wo sideJite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, I-TETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and 1-IETI 07-4374 dated 01/03/08, IIETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. 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 Al Farooq Corporation, dated 10-15-09 and last revised on 12-01-09, signed and sealed by Arshad Vigar, P.E. (transferred from file # 08-0331.02) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QU'AIx1'I.'Y ASSURANCE I . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.J. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, for "Saflex clear & color interlayer", expiring on 05/2I /2016. F. S'I'A'I'EMENTS 1. Statement letter of conformance to FBC 2010 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 Vigar, 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 J IETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 08-0331.02, expiring on 01/27/15. 2. "Pest proposal dated 05/01/08 approved by BCCO. 3. Test proposal #07-3758 dated Dee 05, 2007 approved by BCCO. ` 1 �v' lslraq 1. Chanda, P.E. Product Control Examiner NOA No 12-0223.23 $- Expiration Date: January 27, 2015 Approval Date: May 24, 2012 E - 1 3/16" NEAT STREN'D GLASS 090" INTERLAYER .090" OR .100- INTERLATER \BUTACITE PVB BY 'OUPCNT' -3/ISENTRYCLAS BY DUPONT'DNT' 6" HEAT STREN'D GLASS 3/'6" HEAT STREW() GLASS SILICONE SILICONE roOW 995 DOW 995 Z' iu GLASS TYPE 'A' 7/16" OVERALL LAM. CLASS .75/32" TEMP. CLASS AIR SPACE --DECORATIVE PANEL C- AIR SPACE -S/32" HEAT STREN'0 GLASS .090" INTERLAYER 9UTACTE PV8 BY DUPONT'' I-3/32" HEA- STREN'0 GLASS • ♦ GLASS TYPE_ 3' 7/16" OVERA_L LAM. CI ASS GLASS TYPE 'C" Y' OVERALL LA,I INSUL. T9.H$3 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16' HEAT MEN') GLASS GLASS TYPE 'D' •• OVERALL LAM. OISUL GLASS GLAZING OPTIONS RON STRUCTURAL DETX)RATIVF (',RRL _ -. SOUD ALUM BAR 1 OPTIONAL ALTERNATE GLAZING DBTAII GLA55 TYPES "A' & 19' GRILLE VSNAPES VARY #10 SMS 4/ GRILLE NIN. PIASSuCT RQVIi9n IT c ▪ »mit +4e Moo. ANIPIPb .N. ▪ 2 -OW .23 A' emeni THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPAC9.� SHUTTERS ARE NOT REQUIRED. SERIES 525 ALUMINUM INSWING ENTRANCE DOOR DOORS NOT APPROVED FOR INSTALLA IONS WHERE WATER IN'r IL,1 HAWN RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. (OUST BE ANCHORED 'ROPERLY TO TRANSFER LOADS IC THE STRUCTURE.. ANCHORS SHALL BE AS LIVED, SPACED AS SHOWN ON DETAILS. ANCIIORS EMBEDMENT 70 EASE HATERIAL SHALL ftE BEYOND WALL DRESSING OH STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETR_S ARE NOT PART Of THIS APPROVAL. A LOAD DURATION INCRFASF IS IISEO IN DESIGN Of ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, TMAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. HEFT THE REQUIREMENTS OF THE FLORIDA ELDO. GOOF, SECTION 2003.8.4. Engr. 11 - ANUAf1 CIVIL %L). PE i 7039; MAY 1.4 Of2 SERIES 525 ALUU NSW 0 - cv J p qk LM u} 00<NT Z w n 5 Q i m j - cn t A enmo e drawing no. W08-32 rsheek 1 (—TT) 5 I/2" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 3/8" MAX. FRAME WIDTH 13 3/4" MAX. DDOR LEAF WIDTH (X) my �3z �Qu 76' MAX 5 I/O" MAX. HEAD/SILL CORNERS AS At 4U FRAME WIDTH (�I z i Li_LL' 13 3/4" MAX. HEAD • SILL f 11111 \ \ I ItIR �^ \ \ \ \ ,1 r... / / 1' / jt / j/ • �� <0 2 111 1 J_ - -- 1i --_i4t.-- _, - _ i1111 r11 iliACTIVE DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) GLASS TYPE GLASS TYPE GLASS TYPES DOOR DIMS. 'A' "B, "C. & 'D" FRAME WIDTH FRAME HEIGHT ExT(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 39-3/8' 97-3/4" 70.0 70.0 80.0 80.0 00.0 BOA 39-3/0` 108' 7G.0 70.0 BOA 80.0 - SURFACE APPUED FALSE MUNTINS 0R DECORATIVE GRILLy 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. 6" ROT. RAIL) D.L.O. WIDTH (DOOR) A LEAF WIDTH - 7" (XX) �_ HEAD ANCHORS AT STILE EN05 (5) AT 3" 0.C. L N SILL ANCHORS AT STILE ENDS (5) AT 3" 0.C. DOORS LOAD CAPACITY - PEE DOUBLE DOORS (XX) DOOR DIMS. GLASS TYPO 'A" GLASS TYPE 'B. OLASS TYPES 'C. do "0. FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT,(+) T 647.(-) EXT,(+) 1NT.(-) 76' 87-3/4' 70,0 70.0 00,0 80,0 60,0 60.0 76" 10S" 70.9 700 _ B0.0 B0.0 - - NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED FEESHEET 6 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED 10 HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. 3 4-1tl I- 6 I /2" MAX. SILL CORNER ANCHORS AT AOA THRESHOLD ONLY SEE SHEET 3 FOR OETAIL 'PRODUCT REVISED •W!Y i "In' 14. Plerld. RERIRsp Csd. An4Ptaaae N• 121D 2 Zvi tylrMiti Rots a I y NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 • ENN JA5AO .41jMA0 ML • Tut GE '! 70591 C.AH.' 038 • kle(4 4'zoiz A Jab 0 M 3 � f 0 [drawing no. W08-32 (sheet 2 0l 7 BY OR 7AY w000 BUCKS- SEE NO E BELOW 0 CB) 4 . TYPICAL ANCHORS SEE ELEVATIONS - FOR SPACING Ed. FLUSII BOLT J„ CUUDE TUBE H0 SEE FQI SHEET 7 R DCTAIL\ d • Ed. " � POURED 4 HARDENED STRENGTH GROUT TYPICAL ANCHORS \,,1�C H 5000 431 MIN.SEE ELEVATIONS - . NOT OY 51,W, FOR SPACING MUST TRANSFLN j71LAH STANDARD THRESHOLD LOAns 47 STRIH:TURE TYPICAL ANCIIORS SEE ELEVATIONS FOR SPACING TYPC:k ANCHORS SEE EIIvATIONs FOR SPACING METAL SIRUCTURF. OR APPROVED MULLION i/6' TRH. MIN. If" ANN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEM Al STD. SILL AT ADA. SILL AT ,LAMBS LAIN, EM8EU. MIN. L3GE MST. MIN. EMBED. NON. ROE DIST. UIN EMBED. MIN, EDGE D157. MIN. EMBEO. MIN. EDGE DIST 1/4" DIA. ULTRACONS BY 4ELCO4 (Fu-177 KSI. FY-I66 HSI) WUOC 1-3/4" 1' N.A. N.A. M.A. N.A. 1-1/2" MASONRY NA _ N.A. NA NA N.A. N.A. 1-1/4" 2-112" CONCRETE 1-1/4 2-1/2" -I 1-3/4" 2-1/2" NA NA 1-1/4" 2-1/2" 5/16" 01A. UL11iACONS BY EIGO (Fu-177 H51, 1-7-185 H31) MOD N.A. NA NA N.A. N.A. NA NA NA .A N. .T NA. MASONRY N.A. N.A. N.A. NA N.A. N.A. NA CONCRETE N.A. M.A. N.A. NA 1-1/44' 2-1/2" N.A. t/4" CIA SELF DRILLING SCREWS (GRA]E 5 CRS) METM 1/6" _. 3/4" N.A. N.A. N.A. N.A. I /8" 3/4" WOOD = 23Y W000 BUCKS DR wool) STRUCTURE S.G. = 0.33 MIN, MASONRY = C-30 HOLLOW/FILLED BLOCK f`m - 2000 PSI MIN. CONCRETE - f'6 - 3000 PSI MIN METAL = 1/B" MIN. THK. STEEL FF - 36 KSI M1N. MW4I-DAOE COUNTY APPROVED NULLIOTI 1/6' MN, FMK, IBM OR 20Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN 1 DADS IMPOSED BY C1AZINC SYSTEM AND TRANSFER THEN TO EAJIL0IND STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. • IYS5 5/46" DIA. ULIHACUN ti AT ADA s LL ONLY ' f $1C ELEVATIONS FUR SPACING ADA '1'HRE,SH0LD MAY .4, 217E2 r8UOUCF NJiVMUD -1 wp1YT.A »NA Hi. nal& 6.I411q Cod, 444104 144 N. wl..Nu. IMe. 1/2" MAX. SHIM TYPICAL ANCHORS: SEE ELEV.— FOR SPAC':NO I/2" MAK. S1110 INACTIVE LEAF 1BY W0C0 BUCK\ TYPICAL ANCHORS SEE ELEV.- FCR SPACING UCUH LEAF WIDTH ACTIVE LEAF )L,O. DOOR LEAF YADTH O.L.O. LOCK. OPTIONS SEE SHEET 6 FRAME WIDTH (XX) LOCK OPTICNS SEC SHEET 6 -e{ 1/2` MAX. r SHIM 2BY WOOD E:IC1f / •R #/ COO STRUCTLF E EXTERIOR TYPICAL ANCHORS -SEE ELEV. FOR SPACING D.LO. ACTIVE LEAF orlADDUCT 411V9GHO w talplf'1^t. IAA Om MAIL W• ind** Mite METAL STRUCTURE CR T APPRWED MULLION 1/V THK, A41N. 6 ALTERNATE _OCATION FOR ANC! IOR$ FIPICAL ANCHORS -SEE ELEV. FOR SPACING MRY 14 2Qi2 SERIES 525 A_5M INSWING ENTRM mow- s u [rowing no. W08-32J (sheet 4 2f 7 ) C) DOOR FRAME HEAD/SILT (-3) FRAME JAMB .500 4.000• 25 THRESHOLD/SLL 078 .125 TVA. (o) HINGE/LOCK STILE 4.030 1.9001 �.10. IYP. Ci) TOP/BOTTOM RAIL BOTTOM RAIL (-) FLUSH BOL1 BLOCK p__ s B 375 orb I P �11070 I- SNAP COVER .662 -i h^ .123 ^� ( r 4 —a I 1.000 1 T 1.365 1.000 1 - 1.0D0 .062 1.238 INTERIOR GLASS STOPS .930 JAMB SCREW COVER .662 003 �I -.050 1.365 •-,144 .050 196 LI 1.36.922 L1 I — 1 t16 EXTERIOR CLASS STOP Dew: *WO 4E11440 A} a0 ! 705112 • CAA Jqz.0 MAY 1.4 0112 ,91DA11CT 14kV1 6&6 ew w!4yy1eg e. 6 1/14, M ed& swears A i14E ro273•z3 r p}rs14w l). /J, ! 7 1' sw_ A S1z• n is Mists ft * Nr�u�eA C'a�gd 7. 9 9 uoi n t. ,3, ti 8 drawing U. WO$-32 (shieet 5 o[ 7 } LOCKS' ACTIVE LEAF', UPT1CN II 3 1'LKNT LUE.< ASSEMBLY (M13055) 95 '*BANS RITE' WITN 4015 THROW 801T AT 35-1/2" FROM BO1T0M FLUSH EGLI'S CONNECI)U IU LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN 0v INTERIOR MO ENGAGING FRAME. AT HEAD AND SILL OPTION 62 LOCK ASSEMBLY (KL4027 & KP4028) DY 'KWIKSET' WITH THROW BOLT AT AD-- 1/2' FROM BOTTOM KFY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MA14,AALLY LA'ERAIE0 FLUSH BOLTS LOCATFC AT 13-1/2" FROTH BOTTOM AND 34" FROM TOP. OPTK)N T3 LOCK ASSEMBLY (w5110-STACT6) 8Y 'ASHLAND" WITH THROW BOLT AT 35-1/2" FROM BOTTOM Fl.USH BOLTS CCNNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL 2rAC3&3. EAF CONCEALED FLUSH BOLTS (FD-1202-914) BY 'SULLIVAN & A550C.' MANUALLY OPERATE° LEVERS MOUNTED ON IHEIDE fACE OF LEAF STILE LOCATED AT 13-' /7- 1<R'ri4 BOTTOM AN0 34" FROM TOP N07E: 1 OCKS MUST BE ENGAGED DURING PER :005 OF HURRICANE WARNCNG. H(NOES• 4" X 4" ST. STEEL BUTT HSNCES (D580113 0R S44H0) AT 13" FROM TOP AND 807101.1 ENDS ANO 28-5/3" 0.G. MAX. HINGE ATTA LIED TO DOOR FRAME AM DOOR STILE USIRG (4; .12 X '" FR M5 3 HINGES PER LEAF UI'10 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS 1110/105 THAN 0/8 F1TSM / PART / REQn. DRRCRIPTION NATSNIAL MA INP./SUPPLIER/RENAARS 2 DWF-013A 1 DOOR FRAME HEAD/SILL 0063-76 8063-TO - .T Ow(-008 2/000R FRAME JAMS - A CAW-002 I/ LEAF 000R TOP/BOTTONI RPM_ 4063-T6 - _ 5 0NF 003 I/ LEAF O08R 00TT0A1 RAN. 6063-TO - B DWF-001 2/ LEAF HINGE STILE/LOOK STILE 6063-T6 .,- 9 11 CANF-011 AS REDO. SCREW COVER 6063-T5 - 17I6-012 AS REGO. SNAP GGVEK 6033-T5 6063-T5 - 12 0WF-005 AS RE00. MIL140R GLASS STOP - 12A 13 0wF-024 AS RL0U. INTEROR GLASS STOP 6083-75 - (20-004 AS REGO. EXTERIOR GLASS STOP 6063-T6 13A 51W533 AS RE00. EXTERIOR CUSS STOP 6063-T6 VINYL - 15 32062 - 70AM-TITS W'STRIPPING AMESBUR+' 16 0225X190 - 0-LAN 2 W'STRIPPINC VINYL SCHLEOCL 17 5101-8 AS RE00. GLASS STOP CASKET SANTOPREN( 6Y CENTRAL PLASTCS 18 .187 • .320 HT_ AS R00. FINSEAL PILE NFSTRIPPINO - ULTRAFAB 16 .187 A .200 HT. AS R00. FINSEAL PILE W'STRIPHING - - ULTRAFAB 2I 22 IX X 1/2" AS READ. GLASS STOP SCREWS SELF DRILLING Af 8" FROM ENOS & 16" 0.C. MAX. 112 K I-1/4" - FIX. PANEL. SCREWS PH SW - AT 6" FROM ENDS & 17" 0.C. MAX. 24 S114AHD 4/LEAF 81./TT HINGES - STAINLESS 5THUL 26 112 X 2" 2/ CORNCR 1/ CORNER FRAME ASSEMBLY SCREWS _ ST. STEF.I. PH SPAS 27 I12 X 4" FRAME ASSEMBLY SCREWS ST. STEEL PH SNS 26 �20 112 X 1/2" AS REDO. HINGE ASSEMBLY SCREWS 5T. S1LLL FH MS IYPE 23 20305 AS REGD. THRESHOLD/SILL 6063-T6 - 30Do019AV3O 31 32 A5 ROOD. DOOR BOTTOM SWEEP 4,.U11.4/VINYL 8Y CRL SIW 521 - FLUSH BOLT BLOCK 6063-T3 - - l2 - FLUSH sews SULLIVAN & ASSOC. 33 M16055 - 3 POINT LOCK - ADAMS RR1£ SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT StALUF1. rsQDLIcr REVISBA, %TYA.P1YME W1111 ere 'WNW. dd1y C.d. Au»Fl,e.c N.I/ 07-2.3.23 F.. .Nes Ire. dde (AcK: JAYAO AHIAAO CT8I. FLIP PF'+ 705A2 CAN. 3636 MAY 14 2012 a a [.13 Crowing no. W08-32 (3heet. 6 of j) Ti..R ALUM PLATE 7OOR TOP CORNER 000R -QTTQM CORNER FRAME TOP CORNER FRAME BOTTOM CORNS p8 x q/2" Fal MS 2 PEFI SIDE rmaDuCTIl VI ee.rtiy7-+rtrwurlr. IIrk111R Cale f,.yire�k.. I 2 ALUM ANGLE I-1/A" 159QE ThRFSHOID CCRNE Eng.: JAVFO AN/MI>' CIv0. 92 S_3J8 '. MAY 4 nil . 2, f • ffi .t a t J' mo o. ru a Uz8 aqm" tn CJ, al $1UL4 Jt. Brewing nd, W08-32, ; et 7 of 7 Ptittc NCAbwed R.oyclonco Bomsf- Col/mbe .7 NanaWall4., I)FPAR'1'MENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMi-DAIW COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Slrcel, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidnde.uovftteraf 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 itt 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 aceeptauce, 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. DESCIRIPTION: Series "SI-73" Aluminum Outswing Folding Doors-LMi APPROVAL DOCUMENT: Drawing No. 1635 A, titled "SL-73 out -Swing ltnpact Folding Panels", sheets 1 through 8 of 8, dated 1 1/23/09 and last revised on DEC 19, 201 1, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., hearing 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: I . ADA/Flush Saddle Doors are not approved for water resistant unless complies w/ F[3C 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: "Miatni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 'I'hc 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 # 10-0322.19 and consists of this page I and evidence pages 13-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMi•DADE COUNTY APFAOVE0 vVy NOA No 11-1024.05 Expiration Date: August 1 1, 2015 Approval Date: January 12, 2012 Page 1 Nana Wall System Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU)JMI`I'TED A, DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 10-0322.19) 2. 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. (This revision consists of FBC 2010 & glazing bead/gasket as verified by lab) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, 'I'AS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per F13C 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 sealed 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 06/16/10, issued by Architectural Testing, signed & sealed by Tyler Westerling, P.E. and Michael D. Strernmel, P. E., respectively) C. CALCULATIONS 1. Statement letter of conformance to FBC 2007 and FI3C 2010, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated OCT 18, 201 1, signed & sealed by Warren W. Schaefer, P.E. 2. Anchor verification calculation dated March 16, 2010 and revised on June 08, 2010 complying w/ FI3C 2007, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. (transferred from file #' 10-0322.19) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA), E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 07-1116.04 issued to U.I. DuPont DeNernours for "SentryGlasPlus", expiring on 01/14/2012. 2. Test report No. 60520.01-106-18 dtd 11 /09/06, issued by Architectural Testing for " Tecatherrn 66 GF (insul bar material) for Xenon Arch weathering per ASTM G-55, tensile test per ASTMD-638, smoke density per ASTMD-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 (EPDM) technical data sheet, issued by Architectural Testing. F. STATEMENTS 1, Statement letter of conformance to FBC 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 I. This NOA revises NOA # 10-0322.19, expiring on August 11, 201 2, Test proposal # 09-0568 dated May 26, 2009, approved by RCCO_14,,, 'shad 1.'C1anda, P.E. Product Control Examiner NOA No 11-1024.05 Expiration Date: August 11, 2015 Approval Date: January 12, 2012 E-1 S;FNFRAL NOTES- 1. THESE DOOR SYSTEMS RAVE BEEN TESTED, ANALYZED & APPROvED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN PRESSURE TABLC(S). 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE • PROPERLY DESIGNED & INSTALLED ID TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL SE. IN ACCORDANCE WRH THESE DRAWINGS k SHALL NOT VARY UNLESS SPECIFICALLY MENnERHED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR SIUCCO. to J 4. THE DETAILS & SPECIFICATIONS SHOWN FERMI REPRESENT o .� THE PRODUCTS TESTED & PROPOSED FOR WATER AIR. IMPACT. Nn CYCLIC & UNIFORM STATIC ANR PRESSURE TESTING IN o a CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTDCALS z p TAS-201, 202 & 203 FOR URGE MISSILE IMPACT DOORS. ¢ 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN vi = ACCORDANCE 'WON AND MEET THE REQUIREMENTS OF THE x r FLORIDA BUDDING CODE (EEO INCLUDING HIGH VELOCITY r # HURRICANE ZONES WIZ). II 3 6. IMPACT SHUTTERS ARE NOT REQUIRED V+ITN THESE DOORS. r 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE x TREATED BUCKS 0R WOOD FRAMING SHALL BE CAPABLE OF 62 5 RESISTING CORROSION CAUSED BY THE PRESSURE TREA10G CHEMICALS N DIE B. DETERMINE TINE WOOD. THESE I E & .5651WDESIGN LOADS 10 USE WHENtREFERENCING THESE DOCUMENTS N ACCORDANCE WITH THE GOVERNING COOS AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS TN ACCORDANCE WITH THE FLORIOA BUILDING CODE, A DRRECTIONAUIY FACTOR OF Kd = 0 B5 MAY •22 BE APPLIED PER THE ASCE-7 STANDARD. B. NO INCREASE IN ALLOWABLE STRESS 1-05 BEEN USED IN e THE CERTIFICATION OF THIS PRODUCT. WINO L.OAO DURATION = \ FACTOR Cd .e 1.6 WAS USED FOR WOO SCREW ANALYSIS ONLY. '0 2- 10. MATERIALS, INCLUDING BUT NOT ULTIMO TO STEEL SCREWS. " pv THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUDDING CODE 0, CHAPTER 20. In HINGE REQUIREMENTS 5 PER PANEL (ALL PANEL SIZES) PLACED APPROXIMATELY 5" & 13" FROM TOP & BOTTOM & AT MIDDLE OF PANEL 1 In 01 SEE CORNER CONSTRUCTION DESCRIPTIONS ON THIS SHEET 3.3"3"3" 11 O047b0 155 13/16" MAX. FRAME 5IOTH " 1 I _CILV Prft vvmvre f { OPPOSITE OPPOSITE 9 5 6 5 O I v LOCK \ 31 3/8" MAX. D.L.O. ® HINGe ///' HI®E 0 MIDDLE ANCHOR SHOWN MEETING STILE ENO IS ONLY REQUIRED ROW ANCHOR CONDITION WITH DOUBLE ROW / i LOCATIONS W TH ANCHORS) a) AT SINGLE (N/A 21 HINGE /` FRAME ANCHOR REQUIREMENTS TABLE FRAME SCREWS OPENING TYPE (SUBSTRATE) FRAME TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DSST. (1) SINGLE SCREW ROW MIN. 2X4 WOOD FRAME 0R BUCK (MIN. GEA 3 & G=0.55) N0. 14 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 16 GA. 33 KS1 METAL STUD MIN. 1/6" THK A36 STEEL MIN. 1/8" THK 6663-T5 ALUM. 1/4" GR. 5 SELF TAP/DRILL SCREW 1/4" GR. 5 SELF TAP/DRILL SCREW 1/4' GR. 5 SELF TAP/DRILL SCREW FULL FULL FULL 1/2" 1/2" 1/2' MIN. C-9D CIA11 MIN. 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW (2) 1/4" CONCRETE SCREW DOUBLE SCREW ROW 1 1/4" 1 1/2' 2 1/2" 2 1/2" (3) MIN. 2X6 WOOD FRAME 0R BUCK (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4" MIN. 18 GA. 33 KSI METAL STUD N0. TO GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. jJ8" THK 6063-T5 ALUM. MIN. C-90 CMD N0. ID GR. 5 SELF TAP/DRILL SCREW (2) 3/4' CONCRETE SCREW FULL 1/2" 1 1/4" 2" MIN. 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/2' 2" WHEN SINGLE 5GREIN ROW ANCHORING METHOD 1S USED SCREWS MUST HAVE A 03/4" 0.D. F1hT WASHER AT THE SCREW HEAD, CONCRETE SCREWS SHALL BE ELCO ULTRACONS, TNW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.), 2X6 WOOD BUCK MAY BE RIPPED DOWN TO 4 1/2" PROVIDING THAT REO'D SCREW TO BUCK EDGE DISTANCES ARE MAINTAINED. EXTERIOR ELEVATION; (2 DIRECTION FOLDING PANELS) SCALE: 1/2' = - - 5" MAX. 4" MAX. 14' MAX. 0.C. FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS (APPLICABLE TO SINGLE UR DOUBLE ROW OF SCREWS). 4" MAX. PW0UCC N5NF.N(EL) 005Od'plylq with The F£o4kM Cede Merptsmce f.ItpkaHeeNBOlz to0A/ Ctc,''rakedCM' CORNER CONSTRUCTION. FRAME. IWTON STANDARD RAISED 9I11- MEMBERS ARE MITERED, BUTTED & ,101NED >nh (2)7W0 CORNER KEYS (ITEM 012) EACH CORNER KEY IS SECURED WITH (2)T1VO 05/16' X 3/4' BRASS CONE PINS. CORNERS ARE SEALED VATH SILICONE SEALANT. ELUSH SODALE SIII• MENDERS ARE SQUARE CUT. BUTTED & JOINED VA AN END CAP WRH (3)THREE 1/6' X 5/B" FHTF SCREWS AT TIE SILL & (2)1W0 1/8" X 5/e" FHTF SCREWS AT THE VERTICAL MEMBER, CORNERS ARE SEALED WTTIi A COSI10N WEATHERSIRIPP1NG. 124E TO STLF• MEMBERS ARE MREREO, BUTTED & JOINED vIA (2)TWO CORNER KEYS (REM #13 & 014) THE CORNER FEY' IS SECUREO BY CRIMPING (2)1W0 LEGS EACH PANEL. CORNERS ARE SEALED WITH SILICONE SEALANT. THESE DRAWINGS ARE APPLICABLE ONLY 10 111E PRODUCT SPECIFIED. TREY MAY NOT BE USED FOR NE ASSEMBLY AND/OR INGFAUATION OF ANY OTHER PRODUCT NOR MAY THEY BE USGO FOR RATIONAL AND/011 LOCA1. APPROVAL OF ANY PRODUCT NOT PRODUCED BY THE MAHUFACTVRER STATED ON THESE ORAWWGS OR N R: WAX (2) ALLOWABLE DESIGN PRESSURE (1) MAX. FRAME HEIGHT (TN.) MAX. D.L.O. ' WIDTH (IN.) ALLOWABLE PRESSURE (PST) POS. AEG. 99 7/8 93 7/8 87 7/8 82 7/8 31 3/8 28 ,3/8 25 3/8 22 3/8 31 3/8 28 3/8 25 3/8 24 3/8 31 3/8 28 3/8 28 3/8 31 3/8 28 3/8 70.0 75.8 80.0 80.0 74.5 80.0 80.0 80.0 79.6 80,0 80.0 80.0 80.0 70.0 75.8 82.5 90.0 74.5 80.6 87.8 90.0 79.6 86.1 90.0 84.4 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 ADA/FLUSH SADDLE SILL I5 USED, THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REOUIRED 8Y 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 0R OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER F8C CHAPTER 24. A 01 5 CNEL%LD AY: ww.5 ONE. 0/A)/AR SHEET NO. 1 DF 8 5" MAX. --- 155 7/16" MAX. FRAME WIDTH 3�3"3� P 0 ca 0 OPPOSITE - // DPPOSHE 1 0 opHosrYf �., S v 5 5 19 ®LOCK HINGE I� LO MIDDLE ANCHOR SHOWN MEETING STILE END IS ONLY REQUIRED ROW ANCHOR CONDITION WITH DOUBLE ROW LOCATIONS WITH ANCHORS) AT SINGLE (N/A 21 HINGE0//\ a a ea •EXTERIOR ELEYAT14N' (1 DIRECTION FOLDING PANELS) SCALE: 1/2" = 1'-O" — 5" MAX. 4" MAX. 4 0� t4" MAX. D.C. 4 { 4" MAX. \\T 5" MAX. 116 11/16" MAX. FRAME WIDTH 3'3'3' 3' QP 0 LOCK HANDLE HINGE FRAMF. SCREWS WHERE-' SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (APPLICABLE TO SINGLE OR DOUBLE ROW OE SCREWS). OPPOSITE LOCK OPPOSITE ot_1 IN w.su OEGK0 PT. wm 11/23/09 —5" MAX.' ` 4" MAX. MIDDLE ANCHOR SHOWN AT MEETING STILE END LOCATIONS IS ONLY REQUIRED WITH SINGLE ROW ANCHOR CONDITION (N/A WITH DOUBLE ROW ANCHORS) HINGE j as EXTERIOR ELEVATION: (1 DIRECTION FOLDING PANELS WITH SWING PANE. LOCKING TO JAMB) SCALE: 1/2' = 1'-0" (ACTWE SWING DOOR SHOWN WITH MULTI -POINT LOCK. DEADBOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES) ►AOBUCPRANC:goto ea amply* wtlkMend* :Cade w o I =1G14.'6 Txgiratloe (fate Mlrrnsd !lade todeN Como,*" 14" MAX. Q.C. a-1- 4" MAX. U '2'O :ti Z 93 co 6 O y U-I DRAWING N0. 1635 NEV. A SHEET NO. 2 OF e 5" MAX. — �a•,.a•�3.3 V vV 11V VV 153 15/16" MAX. FRAME WIDTH 3.3"3"3 ft3)(71 av4 c_ OPPOS37 / / e LOCK \ OPPOSRE CD 5 +~ v 6 c OCK 31 3/8" — '^ MAX. D.L.O. HNC E 0 Ik4ACTNEI IACTWE1 .. HINCC MIDDLE ANCHOR SHWN MEETING STILE END IS ONLY REQUIRED ROW ANCHOR CONDITION WITH DOUBLE ROW 0 1 LOCATIONS WITH ANCHORS) l ! / LOCK AT , SINGE (N/A \ \ .�. OKA0HOLT ® / / / ett al , LOCI( HINOE EXTERIOR ELEVATION; (1 DIRECTION FOLDING PANELS WITH DOUBLE SWING PANELS) SCALE: 1/2" = 1.-0" (ACTIVE SWING DOOR SHOWN WITH DEADBOLT/FLUSH BOLT LOCK COMBINATION. MULTI —POINT LOCK ALSO APPLIES) — 5 MAX. 4" MAX. 14" MAX. D.C. 4" MAX. 5" MAX. — 116 1/ 16" MAX. FRAME` WIDTH - — 5::, MAb 4 1- m 1 " Ir TI � 1a'31 v I 13�3�31 I v � J MA) 0 J ! 0 OPPO Ill OPPOSITE 99 j/Tti MAX. 1.1.AMt Mtl[iMI WI IFl i ArVI/A15U SILL_ 99 7/8" MAX. FRAME HEIGHT WITH ADA SILL 91 3/8" MAX. D.L.O. / / LOCK HHJ LE \ \ \ \ 2) el Irk 92 LOCK MIDDLE ANCHOR SHOWN MEETING STILE END IS ONLY REQUIRED ROW ANCHOR CONDITION WITH DOUBLE ROW 0 I LOCATIONS WITH ANCHORS) AT SINGLE (N/A 0 14" MA O.C. 1 4" MA I 1 mio FRAME SCREWS WHERE 1 SHOWN. SEf "FRAME ANCHOR REQUIREMENTS TABLE" DN SHEET 1 FOR REQUIREMENTS (APPLICABLE TO SINGLE OR DOUBLE ROW OF SCREWS). 1 EXTERIOR ELEVATION. (SWING PANEL LOCKING TO 1 DIRECTION FOLDING PANELS) SCALE: 1/2" = 1.-0" (ACTIVE SWING DOOR SHOWN WITH MULTI —POINT LOCK. DEA0BOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES) 111oo1,1Cr I1KNRlj+ON. meplybps ..Nh tie ma lde Seldieg Code Acre'NNNcs ll_f6Z .j/3 F.apinl#na DmMiami ON* Carpi ter3. o48 — o g aececn ar. YNS DNF: tt�y3/01 a 3 a 0 6 X. 2 . 9 2 a .5c.n Nn. 1635 SHEET `o. 3 c a A / \ - NE CONDITIONS SHOWN ARE THE MAJORITY OF THOSE USED. OTHER CONDITIONS OF FOLDING & SWING PANELS APPLY PROVIDING THEY ARE WITHIN THE SCOPE OF THE DETAILS WITHIN THIS DRAWING. WHILE UP TO 8 PANELS IN ONE OPENING IS SHOWN, THERE IS NO LIMIT TO THE NUMBER OF PANELS IN ONE DOOR FRAME OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT THE LOADS TRANSFERRED FROM THE DOOR SYSTEM oucxro .wio WM, SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' SEALANT BY OTHERS IEXTERIOR I SEALANT BY OTHERS SUBSTRATE BY OTHERS PER "FRAME ANCII01 REQUIREMENTS TABLE" FRAME SCREW WITH WASHER PER ELEVATION •S' • 3/8" MAX. SHIM AT EACH ANCHOR ,-SEE GLAZING / DETAILS ON YYY SHEET 7 3/8' MAX. SHIM OR GROUT AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION SECTION A, 5 SCALE: 1/2 FULL_ * STANDARD LOW PROFILE SILL RAIL CONDITION SHOWN. SEE "HIGH PROFILE SILL RAIL DETAIL" ON SHEET 6 FOR HIGH PROFILE SILT. RAIL CONDITION • STANDARD SILL CONDITION SHOWN. SEE "FLUSH SADDLE SILL DETAIL" ON SHEET 7 FOR ADA SILL CONDITION FRAME HEIGHT SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" • SEALANT BY. OTHERS EXTERIOR SEALANT BY OTHERS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION SCALE: 1/2 FULL FRAME SCREW WITH WASHER PER ELEVATION 3/8" MAX. SHIM AT EACH ANCHOR -j 3/8` MAX. SHIM 0R GROUT AT EACH ANCHOR FRAME SCREW WIFH WASHER PER �;1 ELEVATION {5 (FOR DETAIL NOT SHOWN, SEE SECTION A1/5) 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 3/8" MAX. SHIM AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" nucr®o ...poke eh! flit Florida Cede We*rekKre II I y. FRAME WIDTH SEALANT BY OTHERS SECTION SCALE: 1/2 FULL K) (FOR SEAL AT HINGE LOCATION NOT SHOWN, SEE SECTION E/6) SEE GLAZING DETAILS ON SHEET 7 [EXTERIOR I +1510 • 'EXTERIOR SEE GLAZING DETAILS ON SHEET 7 ® m © - 55 15 ® Q SCALE: 1/2 FULL SECTION 0 (FOR HINGE DETAIL NOT SHOWN. SEE SECTION B/5) CONTENUOUS SILICONE SEALANT BETWEEN SECTION SCALE: 1/2 FULL a (FOR HINGE DETAIL NOT SHOWN, SEE SECTION B/5) MEMBERS IEXTERIORI o+ W 4 SEE GLAZING DETAILS D SHEET0 ^ • :W tl 19. 2 el Okovo4 oe WRY, OVSED rams w9r /er/09 6 6 3/8" MAX. SHIM AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION e SUBSTRATE BY OTHERS PER "FRAME ANCIIOR REQUIREMENTS'•-7-"- TABLE" CONTINUOUS - SILICONE SEALANT BETWEEN MEMBERS FRAME WIDTH SEALANT BY OTHERS SEE GLAZING DETAILS ON SHEET 7 SECTION �E SCALE: 1/2 FULL �°1 (FOR IIINGE DETAIL NOT SHOWN, SEE SECTION B/5) CONTINUOUS SILICONE SEALANT BETWEEN MENDERS 3/13• MAX. SHIM AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION XTERIORI SECTION SCALE: 1/2 FULL (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) CONTINUOUS SILICONE SEALANT BETWEEN SEE GLAZING MEMBERS /TTEFALS ON ��CC� SHEET 7 / sl IEXTERIORI © %© m � 38 C S ONTINUOUS SILICONE SEALANT BETWEEN MEMBER SECTION SCALE: 1/2 FULL.6 (DEAUBOLT/FLUSH BOLT LOCK C01.413INATION ON ACTIVE DOOR SHOWN. MULTI -POINT LOCK HARDWARE COMBINATION ALSO APPLIES) IEXTERIORI SEALANT BY OTHERS SUBSTRATE BY OTHERS PER • "FRAME ANCHOR S REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" • (MULTI -POINT , FRAME WIDTH CONTINUOUS SILICONE SEALANT BETWEEN MEMBERS CD C) v 5EE GLAZING �tas ar1 DETAILEEP 7S ON I eau• SH 1• �• �' EXTERIOR I SEALANT BY OTHERS CONTINUOUS SIUCONE SEALANT BETWEEN MEMBERS SECTIONSPAT F: 1/2 FULL LOCK HARDWARE SHOWN. DEADBOLT/FLUSH LOCK COMBINATION ALSO APPLIES) 'EXTERIOR I SEE GLAZING SILIE DETAILS ON i _a, SEASEALANTT, I SHEET 7 CAP KYNBEAD *1-"1" PTF.RIORI CONTINUOUS.. --- SILICONE SEALANT BETWEEN MEMBERS zs SECTION GO SCALE: 1/2 FULL (FOR HINGE DETAIL NOT SHOWN, SEE SECTION 6/s) FRAME SCREWS PER ELEVATION (DOUBLE SCREW ROW) I —I 2 I/2" VAx. I-` DOUBLE ROW ANCHOR DETAIL AT SILL (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) PRODUCT RE'( W & complNrl with the nec1AH Doldlna Cad. Acceptance No 7.-4.0 ✓ xpinilnn bvre i M .I Rwdjf Pre&tct Coat,*' 3/8" MAX. SHIM OR GROUT AT EACH ANCHOR BOLT OPTIONAL HIGH PROFILE SILL RAIL (FOR DETAIL NOT SHOWN, SEE OTHE NS) 111Nr,(a��4(lt,g'�1li z.2lr"� asst w."":w 34, t aia� yj +Z j an " . ;- • , .1 fA'+AwNC NO. He/. • 1635 A ifdaa •..... �.0��,� SnEec ne, 111.91; 11111111 6 OF 8 9M.N St r 6C[.V 0 6� •W3 .w+ [Wit_ P a SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS I EXTERIOR FRAME SCREWS PER ELEVATION (DOUBLE SCREW ROW) 3/8" MAX. SHIM LAT EACH ANCHOR DOUBLE ROW ANCHOR DETAIL AT HEAD & SIDES (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME) — SEE GLASS OPTIONS BELOW 3/4" BITE EX1ERipil NON—I.G. GLAZING DETAIL GLASS OPTIONS 1 & 2 GI ASS OPTION 1- 7/16" LAMINATED CLASS (3/16" H.S./0.09 DUPONT SGP/3/16" H.S.) GLASS OPTION 2: 7/16" LAMINATED GLASS (3/16" AN./0.09 DUPONT SGP/3/16" AN.) SEALANT BY— OTHERS FINISH FLOOR BY OTHERS SUBSTRATE BY OTHERS - PER "FRAME ANCHOR REQUIREMENTS TABLE" FLUSH SADDLE SILL DETAIL (SWING 000R SHOWN. FOLDING PANELS ARE INSTALLED THE (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) (DOUBLE SCREW ROW DOES NOT APPLY TO THIS DETAIL) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO EIE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). FINISH FLOOR BY SEALANT BY OTHERS OTHERS 3/8" MAX, SHIM OR GROUT AT EACH ANCHOR FRAME SCREW WITH WASHER PER ELEVATION SAME) WHEN AN ADA/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 7HE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THEY ARE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY 0R OVERHANG WHERE —BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC CHAPTER 24. -- SEE GLASS OPTIONS BELOW 3/4" BITE EXT`ERIOrel I.G. GLAZING DETAIL GLASS OPTIONS 3. 4, 5 & 6 GLASS OPTION 3• 1 1/8" I.G. LAMINATED GLASS (3/16" H.S./0.09 DUPONT SGP/3/16" 1i.5. 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) DI ASS OPTION 5, 1 1/8" I.G. LAMINATED GLASS c3/16" AN./0 09 DUPONT SGP/3/16" AN. INTERIOR; 1/2" AIR SPACE; 3/16' TEMP. EXTERIOR) GLASS OPTION 6: 1 1/8" LG. LAMINATED GLASS (3/16" AN./0.09 DUPONT SGP/3/16" AN. INTERIOR; 7/16" AIR SPACE; 1/4" TEMP EXTERIOR) IEXTERIOR] SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW WITH WASHER PER ELEVATION & "FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN. SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (SINGLE SCREW ROW INSTALLATION SHOWN. DOUBLE SCREW ROW ALSO APPLIES) PA01111Cf RLNl0/rgo .a cweWYlag with rtM Florly. 1l1xai Code Am'.do j) 1 —IQ -0S' LNiiBeatort .BB i 11 A!' hodoe cuing aim B<a1: 1-1 8 WAS BMME: 11/21,01 w GNAWING 110. 1635 SHEET NO. 7 OF 8 A ITEM II ITEM DESCRIPTION MANUFACTURER/NOTES ITEM ITEM DESCRIPTION MANUFACTURER/NOTES PARES FASTENERS FRAME,/STANDARO RAISED SILL 2 ADA/FLUSH SAOULE SILL 3 PANEL STILE /RAIL SWWNG PAST 6 IPOST NON-I.0. GLAZING BEND 8 I.G.IGLAZING BEAD 9 IKICK PLATE 10 STILE/RAJL EXTENSION 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMENUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-15 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM STILE/RAIL EXTENSION 6063-T5 ALUMINUM 2 IFRANE CORNER KEY 5063-T5 ALUMINUM 3 IPANEL CORNER KEY 6063-T5 ALUMINUM 14 IPANEL CORNER KEY 63-T5 ALUMINUM 15 (REINFORCEMENT CUP (4 PER POST`2 EACH ENO) HARDWARE S.S. 18 19 UPPER GUIDING TROLLEY ROLLER REINFORCEMENT BOTTOM ROLLER & ROLLER REINFORCEMENT NEIDERHOFF 0R OELLEN#TUSH 15-71-53-1 WESTERFELD 15-73-78-X S.S. NEIDERHOFF OR DELLENBUSH 15-71-50-I WESIBKFELD 15-73-78-x 5S. 20 21 22 STEEL INSERT ROLLER TRACK BUTT HINGE CONCEALED 2-POINT LOCK WELSER 5•-66-09 BURGI4AUS 15-0-2210-190 DIECAST 0R IBW IDEAL 15-0-2227/8-120 S.S. EURIT SRL 15-0-2001- 23 24 25 26 27 28 3-POINT MULTI -POINT LOCK DEADBOLT OPERATOR HANDLE OPERATOR HANDLE CONCEALED I -POINT LOCK VBN GME1H 15-60-27-I VSH CMBH 15-0-210-109 AS REQ D TO OPERATE 2 & 3-POINT LOCK AS REO'D WITH PUSH/PULL SWING DOORS EURIT SRL 15-0-2001-1 CONCEALED 2-POINT LOCK WIHL. SCHLECHTENDAHL & SOHNE 15-0-218 SEALS & SEALANTS 1 I WEATHERSTRIP DURAPROOF OR TREMC0 25-0-1052-195 EPOM 32 0-LON GASKET 33 COVER GASKET SCHLACEL 0300T190 POLYETHYLENE JAGEER GUMMI UND KUNSTSTOFF OR TREMCO 25-0-1054-195 EPDM 35 FILLER SEAL DURAPROOF 0R TREMCO 25--0-1084-155 EPDM 36 PANEL CASKET DURAPROOF 0R TREMCO 25-0-1036-195 EPOM 37 CONNECTOR 38 PANEL GASKET DURAPROOF OR TREMCO 25-0-1056-195 EPDM SYNCAMER CUMMI OR TREMCO 25-0-1050-195 EPDM 39 EXTERIOR GLAZING GASKET (DUROMETER = 56) 40 INTERIOR GLAZING CASKET (DIJI2oMETER = 70) 41--43 DEBRIDGING/THERMAL BREAK TREMCO TX16702E EPDM TREMCO 25-0-1007-X EPOM ENSINGER, INC., TECATHERM 56 GE INSUI BAR POLYAMIDE 45 GLAZING SHIM 46 1 /2'. X 3' X 1/16" THICK GLAZING TAPE GLUSKE. PVC ADHERED TO EA. HINGE AS A SEAL 48 49 50 51 52 53 54 55 0.079 1/B" RNET N0, 8 X 1" SMS SCREW N0. 10 X 3/8" FH S.S. M5 3/16 X 1/4 S.S. SET SCREW NO. 8 X 1 1/4' 5M5 SCREW N0. 8 X 2 3/4" SMS SCREW N0. 8 X 1 3/4" SMS SCREW N0. 8 X 1/2" SMS SCREW I'--3.150�1 41 } 2.559 Q FRAMF/STA.NDARD r 0.071 RAISED SNI 2.7560.067 CD PANEL STILE /RAIL -1.269 0.971 0.719 ® NON-1 G GLAZING BEAD - 0.079 0.591 -1 E-- 0.750 0.079 ® I.G 0flNG BEAD 13 DEPTH = 0.484 14 DEPTH - 0.996 0.394 1.850 I ® ADA/FLUSH SADDLE SILL r 0.071 0.077 6 PER KICK PLATE WITHIN 4' FROM CORNERS & MAX. 16" 0.0 4 PER HINGE 4 PER HINGE WITHIN 4" FROM CORNERS & MAX. 16" 0.C. WITHIN 4" FROM CORNERS & MAX. 16" 0.C. WITHIN 4" FROM CORNERS & MAX, 16" 0.0 2 PER CUP 6.063 2.756 2.165 I ® SLIDING POST 0.827 - 0.059 0.827 10 STILE/RAIL 2.118 _JL 0.070 0.610 0 ,REINFORCEMENT CLIP LENGTH = 0.787 2.637 14](13) PANEL CORNER KEY 0.787 0,071 0.118 0.118 Th ED BE: ptor 8 U O EJ' 3 i n z3a I �-29 g 0.3158 0.09 I_ 0.630 --I g }' 0.694 82 FRAME CORNER KEY `p DEPTH = 0.523 `sN.." *�a%'4 1l�EBI94 �r..� GASKET 'ti ' o o:e 8Ti0011CT itihRyCRD 0.945 ---11.02ff0tm -Amw.�'o lirly � THERMAL BREAKS 1'ii4irC°'r"K' 1-1.345 1 ' 11 STILE/RAU L 0.059 EXTENSION I- 0.350 0.848 39 FXTFRIOR GLAZING GASKET GLAZING. V 2.953 A 5HaI 8 OF 8 !I REQU v; READ ALL INSTRUCTIONS CAREFULLY BEFORE COMPLETING THIS APPLICATION Upon significant compledon of the restoration, rehabilitation or renovation, return this form with photographs of the completed work (both exterior and interior views for the buildings) to the Historic Preservation Division. These photographs must provide a comprehensive description of the completed work. They should be the same views as the before photographs included in the Pr+econstrucdon 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 aoottcente) I. PROPERTY IDENTIFICATION AND LOCATION: Historic Name (if applicable) Pa I r^vy 6 v-ove H i',5-1'D ri G 7)i 5-+f- Property Address: City: Ali Q evCr t{Z$ NE .**4( 5+• State: FL_ Zip Code: 53 3 7 II. OWNER INFORMATION Name of individual(s) for organization] that owns the property: If the property is in multiple ownership, attach a fist of all owners with their mailing addresses. Jess' cn 5pAi i Complete the following if signing for an organization or multiple owners: Title: Organization: Mailing Address: Li 3r'4 S*. City: yr) i GC roll State: . L Zip Code: Daytime Telephone Number: 30 5 p cf .-g 5 I Contact Person: J C 5 S 1. 4 S pe i 1 l E-mail Address: E pICI v q' 1''] a7 L•}O-'Nla f i . Fax: Date of Preconstructlon Application Approval: Building Dept. Master Permit No. 3 3 1 3 f r)1 Al 4-, 2Q ! 3 13D 13 - Dl!►II, I -001 1 Planning.HP,AV,P2 712007 Aci Vaiorem Property Tax Exemption for Historic Resources PART fl. REQUEST FOR REVIEW Section 2. Documentation of Improvements 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). Ali photographs MUST be numbered, dated, and labeled correctly with the property address_ Folio #. + r 3d`ZL % ` r% zY Property Address: 7 NE 73" 57., . J I) fi_, 315� 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 I) for this project which received approval on /yi y f , 20 l . /11 I hereby attest that the inforrnation provided is, to the best of my knowledge, correct, and that in my opinion the completed project conforms to the Riziczetary of the interior's Guidelines for Rehabilitating Historic Buildings and is consistent with the work described in the Preconstruction Application (Part I) 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 duly 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 acr.s. s to my property in order to conduct a Review of Completed Work, and I also grant access t1s the staff of the Miami - Dade County Appraiser's Office 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 l must agree to maintain 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. 5S c_ Name Print Form nature Date 2 Planning.HP.AV.P2 7/2007 d I'L- i3 w 4 L_ i0 0 vJALL. ;STih IA WPC Y;f A L 45 , -- CITY OF MIAMI Ad Valorem Property Tax Exemption for Historic Resources PART I: PRECONSTRUCTION APPLICATION Section 1: Determination of Property Eligibility 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 (To 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 Legal Description: (attach additional sheets as necessary) FEDERAL WAY AMD PB 25-6 LOT 6 8LK 18 LOT SIZE 50.000 X 146 0812805-2311 0286 1 COC 26192-301 8 11 2007 5 OR 27010-2887 0909 11 Folio No. (available at www.miarmtiiae,(avinroiax,) 01-3207-040-2190 Historic Status: (Check all that apply) fl Individually listed in the National Register of Historic Places Individually listed in the Miami Register of Historic Places ❑ Listed as a Contributing Resource within a Historic listrict in the National Register of Historic Places j Listed as a Contributing Resource within a Historic District listed in the Miami Register of Historic Places 1 Planning.HP.AV.P 1 612008 Ad Valorem Property Tax Exemption for Historic Resources PART I: PRECONSTRUCTION APPLICATION Section 2: Description of Improvements 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 Inzocu Check one: Feature: Roof Q Exterior 0 Interior Approx. date 1951 Describe existing feature and its condition: { Flat roof with beam supports that are rotted Photo # 1 Architectural Plan Pg. # 2-3 Describe work and impact on existing feature: Build concrete block 2'-3' higher to allow raised ceiling height, and trusses for a sloped roof to meet current code requirement of 1/4" slope per linear foot of roof. Feature 2 Check one: El Exterior Interior Describe work and impact on existing feature: Featu re: doors and windows Approx. date 1951 Describe existing feature and its condition: Windows and doors are non-functional and missing. Front windows have horizontal lines to match front exterior wail. Photo # 2 Architectural Plan Pg. #1, 2, 3 Hurricane windows and doors throughout the property with the front windows including horizontal muntins to match horizontal lines of exterior wall. 3 Planning.HP.AV.P1 mom Feature 6 Check one: Q Exterior ❑ Interior Feature: Rear Exterior Wall Approx. date 1951 Describe existing feature and its condition: Currently a patio behind bedroom in the back of the house. Photo # 6 Architectural Plan IPg. # 1, 2, 3 Describe work and impact on existing feature: Enclose the patio to increase total living area. WIN not be seen from the street. Check one: !] Exterior ❑ Interior Feature: Patio and Terrace Approx. date Describe existing feature and its condition: 'None Photo # 7 Architectural Plan Pg. # 1, 2, 3 Describe work and impact on existing feature: I Build a covered patio at the rear of the house (15' !deep) with a roof -top terrace. Structure will not be ;seen from the street. Check one: ❑ Exterior ® Interior Feature:Bathrooms Approx. date Describe existing feature and its condition: None Photo# B Architectural Plan Pg. # 1 Describe work and impact on existing feature: Complete installation of 2 bathrooms including energy star ventilation fans, LED lighting, and low flow fixtures. 5 P l a n ni n g. H P. AV. P1 6/2008 Feature 12 Check one: ❑ Exterior ® interior Feature: Floors Approx. date 1951 Describe existing feature and its condition: Badly stained, scratched, and cut-out. Photo # 12 Architectural Plan Pg. # 1 Describe work and impact on existing feature: Restore some of the terrazzo floors, replace other portions with bamboo, tile, and colored concrete. Feature 13 Check one: M❑ Exterior Interior Feature: Landscape Approx. date 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, # Describe work and impact on existing feature: Remove trees as necessary and replace street trees with city approved species, and meet clty replacement requirements in the front and back yards with a wide variety of fruiting trees including as possible native species. Check one: g Exterior 111 Interior Feature:Color of exterior Approx. date Describe existing feature and its condition: Front has a coat of white over the old pink. Photo # 14 Architectural Plan Pg. # 2, 3 Describe work and impact on existing feature: Paint two tones of blue (sweet blue and salt water as described in previous application) on the wall and white on the roof trim and pole by the door. 7 Planning.HP. AV.P1 6/200B Miami Historic and Environmental Preservation Board File ID 13-00544 Resolution: HEPB-R-13-024 May 7, 2013 Item HEP8,8 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: STATE OF FLORIDA COUNTY OF MIAMI-DADE Mr. Timothy A. Barber Mr. Nelson Diaz Mr. David Freedman Mr. Robert John Graboski Mr. Gary Hecht fit. William E. Hopper Mr. Jorge Kuperman IVIs. Lynn B. Lewis Mr. Gerald C. Marston Mr. Hugh Ryan Yes Absent Yes Yes Yes -Yes Yes res Yes Yes Personally appeared before me, the undersigned authority, Megan McLaughlin, Preservation Officer of the Miami Historic and Environmental Preservation Board of the City of Miami, Florida, and acknowledges that she executed the foregoing Resolution. SWORN AND SUBSCRIBED BEFORE ME THIS -DAY OF }'Y(1.4 , 2013. /7/711) Print Notary Name Notary Public State of Florida Personally know °_or Produced I.D. Type and number of I.D. produced Did take an oath or Did not take an oath 0{ My Commission Expires: VANESSATRUJLLO x• i .`- MY COMMISSION t EE 105250 ,• EXPIRES: July 11, 2015 o ,,,,, Bonded Thru Notary Public Undery kers Ad Valorem Application, Part II I 428 NE 73 Street I 1, 14 — Roof, Exterior Painting 12 - Flooring Palm Grove Historic District 2 — Windows and Doors 4, 9 - Plumbing and Kitchen Ad Valorem Application, Part II I 428 NE 73 Street I 6, 7 — Rear Exterior Wall, Patio & Terrace 10, 11— Insulation, new drywall 13 - Landscaping Palm Grove Historic District 8 - Plumbing 10, 11— Insulation, new drywall 7 - Covered Patio Ad Valorem Application, Part II 1 428 NE 73 Street 1 Palm Grove Historic District 3 — Electrical System 7 —Terrace HISTORIC PRESERVATION EXEMPTION PROPERTY TAX ASSESSMENTS / REVENUE IMPLICATIONS Property Address: 428 NE 73 ST Folio # 01-3207-040-2190 2015 Estimate Total Value of the Property $244,629 Value of the Improvements to the Property (The change in value due to the renovation as determined by the Property Appraiser): $95,887 3. Summary of annual taxes levied on these improvements ( Taxes = value change x 2015 millage): $2,132 a) Countywide Operating $447 b) Unincorporated Municipal $0 Service Area c) Debt Service d) City Operating (Miami) e) All other property taxes $43 $733 $908 $2,132 Total taxes County Revenue Implications Annual taxes to be foregone if this Historic Preservation Exemption application is granted (estimate). a) Countywide Operating $447 Signed: Property,AA raiser or designee