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Home My WebLink AboutSUBMITTED PAPERS�rdS o-n�e CyCzv�� < RIO Yeruut Number:._ U TtJY - ( a3y 1 7 -St. Lucie County Building & Zoning Depaftlnent @ JOA 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING &.SLIDING;DOO 1 4T'j SEE REVERSE SIDE FOR (INSTRUCTIONS DATE: K LOCATIONISITEADDRESS: 3/Oy /V #1A pl ;0 9 L PARCEL ID NUMBER: %z71 f .� 77/4, 3 'y9 w o a un MW MWA 1. DE�SSCRIPTI�ON OF PROJECT OR WORK ACTIVITY: �� ,(-1/,� 1r! / � � • . oC --.s'�2P•P,�e ` )t p2 cc�x.t� . I. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER 5. OWNERS INFORMATION `lame: Address: 3io�✓ N >a-ii�� P#&(, amity: e7� State: Phone: 7iP.. Ctriw� 6. CONTRACTORS INFORMATION FL REG/CERT#: COUNTY CERT#: Business Name: 'roduct Table 1606.2B. ' '• 15' maximum height Minimum Design Pressure Design Pressures Manufacture 5 o� 6asYe� Model Numbe!r Method of Attachment A r vhc PkvgAs per 1707.4.4.1 FBC 30 mph 40 mph Windows & Skylights Exposure B Exposure C *� Swing & Sliding Doors Exposure B Exposure Sealed.calculations from Detail of Buck attachmel 4111 er can PLUS of minimum design pressures indicated above. T. VALUE OF CONSTRUCTION: $ IQ! $DO` r)� FEES Di1F �� - - — - - _— - - -RECEIPT: - — _ - twNEws AFPIDAvrr: I certify that all of the information contained in this application is correct and that all, work will be done in - compliance with all applicable laws regulating constr lion and zoning. .PRINT QUALIFIERS/0WHER9-WME t SIGNATURE OF IF1EWOWNER., ' STATE OF r.ORIDA, COUNTY OF Luc/ � ACKNOWLEDGED BEFORE ME THIS � DAY OF IDENTIFICATION. Q 5 PERMIT NUMBER: TrrLE: NOTARY PUBLIC COMMISSION NUMBER )TICS TO OWNER: YOUR FAILURE TO RECORD A NOTICROF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR:PROPERTY..IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS ease complete all information in the space,provided. All information'rhust'be Printed (use black or blue ink only) or Typed: tis application for replacement of Windows, Skylights, Doors to be used for only those activities that are not otherwise included under a imary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Adng activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors, must be permitted through e regular building permit review process. The information to be provided with this application includes - I. LOCATION/SITE ADDRESS': .............................................. 2. PARCEL ID NUMBER: .......... :.......... ................................... r 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification NumbeLfor the property on which the building activity is taking place. Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which. the product is to be installed.. .5. • CONTRACTORS INFORMATION: ....... .................... ndicale the State ofFlo 'da (if applicable) and St. Lucie County contractors registration numbers, and the name of the business, doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cbsi of construction includes all material and labor costs associated with"th'e" building/construction. activity. The value of construction:is;used to:, determine the amount of permitting fees to be assessed St.'Lucte County.reserves the right'to question and/or.modify,the indicated.<i value of construction if it is demonstrated thattthdsubtnitted figures; are not consistent-Mth'similartypes of construction. tll applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St Lucie 'County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no ater 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this ipplication, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM 5:00 PM), Monday through Friday. =ollowing the issuance of this Windows, Skylights, Doors & Overhead debts replacement Permit, the scheduling of all required inspections,' nay be made by calling (772) 462-1261. SLCCDV FORM Na. 006-05 l Code Compliance Division BUILDING PERMIT 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 Issued: 09/16/2005 Conf#: 675 Permit III: SLC�O_509-0334 Job Location: 3100 AIA PHA6 City: FORT PIERCE Permit Type: Building (Miscellaneous) Job Description: REPLACEMENT OF TWO PANEL SLIDING GLASS DOOR LOCATED IN THE LIVING ROOM AND DINING REPLACEMENT THREE PANEL SLIDING GLASS DOORS LOCATED IN THE MASTER BEDROOM, BEDROOM AND DEN. REPLACDEMENT TWO PANEL SLIDING GLASS DOOR IN BREAKFAST AREA. REPLACEMENT OF DOUBLE HUNG WINDOWS IN KITCHEN. Subdiv: Sands on the Ocean Section 1 - Condo Lot: Block: Contractor RICE JR ROBERT S Parcel: 1425-606-0082-000/6 BOB RICE CONSTRUCTION LLC (772) 785-5114 238 SE VERADA AVE PORT ST LUCIE, FL 34983 Property Owner Judith M Tarby (772) 466-4794 3100 N AIA PH-A6 Fort Pierce, FL 34949-8831 Setbacks Left: tight: Number of Units: 1.00 Floors: 1 Minimum Floor Elevation: Job Value: $ 29,163.50 Front: Rear: Zoning: hird Buildings: I Square Footage: 0.00 Flood Map: Flood Zone: Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to to complywith all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, stale agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Building Official Date --- For Automated Inspections, Call (772) 462-1261 For Questions, Cali (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. Z CSMEngineers, LLC Civil Structural Marine February 10, 2005 Sands Ocean Condominium c/o Judith Tarby 3100 N. AIA Ft. Pierce, FL Re: Sliding glass door replacements at Unit PHA6 - Sands Ocean Condominium, 3100 N. Al A, Fort Pierce, FL To whom it may concern, CSM Engineers certifies that the sliding glass doors for the following building permit numbers have been installed in accordance with the 2004 Florida Building Code and the manufacturer's specifications. For your information the 2004 Florida Building Code is the governing code in St. Lucie County. The permit number and unit number are: Permit Number Unit Number SLC-0509-0334 Unit #PHA6 Subject door and window locations are based upon apartment type A/F south floor plan. The subject door and window locations are described as follows: 3) two panel sliding glass doors located in the living room and dining area. 3) three panel sliding glass doors located in the master bedroom, bedroom and den 1) two panel sliding glass door in breakfast area 2) double hung windows in the kitchen If you should have any questions please call me at (772) 220-4601. Sincerely, T-�1- Judy Perkins, P.E. - -- Registration # 62332 W Inspection - Evaluation Design Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. coin X.-1PROJECTSISANDS FT PIERCE 05-071slider installation certification Natural Flom,01.DOC r � Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1653 Fax: (772) 462-1148 City / State / Zip F Permit 1 Block = APPLICATION• - •Application >> •, Application Type Over the Counter Permit Status Finaled 0509-0334 Activity Type ConOnnation# 675 Other - Specify Permit Type Building (Miscellaneous). Date Applied 10911 3/2005 Taken By humphreya Location North'Island7 Date Issued 09116I2005 Issued By oliverc Manual Valuation $19,800.00 Date Finaled 12/27I2005 Finaled By jonesd Job Address 310g'tAIA{PHA. Expiration O6/26/2006 tractor Open Contractor Registration Form . Name Judith M Tarby Name Phone (772) 466-4794 Fax \ddress 3100 N A1A PH-A6 Mobile ate/Zip Fort Pierce Fl- 34949-8831 Pager ( ) - Email Sub -Trade Permit# Owner / Buildier Sub -Trade Job Description Sub Trade Permit Status i Permit Type I Taken By Units t.00 Floors 1 Buildings Total Sq. Ft. 0.00 Minimum Flood Elevation FCC 991 Replacement Gmiie Doom, Windo ,etc. Issued By Finaled By Finaled Expiration Flood Map Flood Zone NOC Required ® NOC Received ® Driveway Permit Job Description I REPLACEMENT OF EXISTING SLIDING GLASS DOOR- 2 SEPERATE DOOR Setbacks (Actual) in Feet Front F—� Back F-7 Lett Side F—� Right Side Code Compliance Division Permit 1 2300 Virginia Avenue Ft 62-155 FL 34982 x:(77 Phone: (772)462-1553 Fax: (772)462-1148 3100 City / State / Zip Future Land Use I Residential Medium .. Application Type Over the Counter Permit Status Finaled 0509-0334 Activity Type Confirmation # 675 Other - Specify Permit Type Building (Miscellaneous Date Applied 09I13/2005 Taken By humphreya Location North Island 7 Date Issued 09I16I2005 Issued By 0liverd Manual Valuation $19,800.00 Date Finaled 12I2712005 Finaled By jonesd Job Address 3WO�AIA PHA6 Expiration 06/26I2006 CONTACTINFORMATION owner Contractor Owner Name )r Judith M Tarby Business Name Address 3100 N.A1A PH-A6 City/State/Zip Fort Pierce Email Open Contractor . Registration Form Phone (772) 466-4794 Fax Mobile ( ) - FL 34949-8831 Pager( ) - SUB TRADE PERMITS Attach Sub Trade Permit >> Sub -Trade Permit # Sub Trade Permit Status Permit Type Taken By Contractor Issued By Company Finaled By Owner / Buildier Dale Applied Finaled Sub -Trade Job Description Issued Expiration Floors ji�j Buildings 17 1 # Bedrooms I I. # Bathrooms Total Sq. Ft. 0.00 Minimum Flood Elevation Flood Map Flood Zone FCC _991 Replacement Garage Doors, Wndwrs,etc. NOC Required ® NOC Received ® Driveway Permit Job Description REPLACEMENT OF TWO PANEL SLIDING GLASS DOOR LOCATED IN THE LIVING ROOM AND DINING REPLACEMENT THREE PANEL SLIDING GLASS DOORS LOCATED IN THE MASTER BEDROOM, BEDROOM AND DEN. REPLACDEMENT TWO PANEL SLIDING GLASS DOOR IN BREAKFAST AREA. REPLACEMENT OF DOUBLE HUNG WINDOWS IN KITCHEN. Setbacks (Actual) in Feet Front = Back = Left Side = Right Side 1 CSMEngineers, LLC Civil Structural Marine December 20, 2005 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Sliding glass door replacements at Sands Ocean Condominium, 3100 N. AIA, Fort Pierce, FL To whom it may concern, CSM Engineers certifies that the sliding glass doors for the following building permit numbers have been installed in accordance with the 2004 Florida Building Code and the manufacturer's specifications. The permit number and unit number are: Permit Number SLC-0509-0334 Unit Number Unit #PHA6 If you should have any questions please call me at (772) 220-4601. Sincerely, 62 TudyPerkins,'P.E., ; Registration r. Cc: Milici, Natural Flow Bob Rice Construction n Inspection - Evaluation Design Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers.com S: WROJECTSISANDS FT PIERCE 05-071slider installation certification Natural Flow.DOC Property Appraiser - St.Lucie Co _ -, FL Page 1 of 1 iJ PROPERTY RECORD CARD Judith M Tarby Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �UCIE Site Address: 3100 N A1A ParcellD: 1425-606-0082-000-6 Sec/Town/Range: 25:34S:40E Account#: 8950 y. Map ID: 14125S Land Use: Condo n: Zoning: CitylCnty: ST. LUCIE COUNTY A Ownership and Mailing Legal Description Owner: Judith M Tarby SANDS ON THE OCEAN -SECTION 1- UNIT PHA6 (OR 578-2278: Address: 3100 N A1A PH-A6 1228-108) Fort Pierce FL 34949-8831 Sales Information Assessment TRIM Total Land and Building Date Price Code Deed Book/Page 2005 Val: 347100 Land Value: 0 Acres: 0 5/7/1999 100 01 QC 1228 / 0108 Assessed: 135979 Building Value: 347100 3/1/1988 0 01 CV 0578 /2278 Ag.Credit 0 Finished Area: 1623 SgFt 5/l/1984 0 01 CV 0433 / 1461 Exempt: 25000 1/1/1984 210900 00 CV 0422/2377 Taxable: 110979 TotalTax: 2351.81 BUILDING INFORMATION .Ncr Tmage: Available Exterior Features 3900 View: Ocean RoofCover: - RcofStruct: - View ExtType: X131-SndOTOcnSc1 YearBlt: 1983 Frame: - Grade: NT -NT EffYrBlt: 1983 PrimeWall: - StoryHght: 0010-1 Story No.Units: 1 SeCWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: HeatType: - AvgHt/FI: STD 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cord. YrBlt. No. Land Use Type Measure Depth PUNT - PUD UNIT S 1 390000 AV AV 0 1 0400-Condo N -No Land Val THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. gym. http://www.pasle.org/prc.asp?prelid=142560600820006 9/13/2005 W. F. McCain & Associates, Inc. 1171 19th Street Vero Beach, Florida 32960 Phone: (772) 770-1093 s Fax: (772) 770-1508 www.wfmccain.com September 7, 2005 Ms. Judy Tarby 3100 N AIA, PH-A6 Fort Pierce, FL 34949 SUBJECT: REPLACEMENT GLASS SLIDING DOORS AND WINDOWS ENGINEER'S PROJECT NO. 05-222 Dear Ms. Tarby: We have reviewed and find acceptable, exterior glass door and window submittals for replacement components provided by Southeastern Door Company to your contractor, Bob Rice Construction, LLC. The subject door and window locations are based upon a floor plan you provided for Apartment Type A and are described as follows: (3) Two panel sliding glass doors located in the living room and dining area (3) Three panel sliding glass doors located in the master bedroom, bedroom and den (1) Two panel sliding glass door in the breakfast area (2) Double hung windows in the kitchen We have reviewed test data for doors provided by Hurricane Test Laboratory, Inc. for Southeastern Door Company Drawing # 13000 and the Miami Dade Compliance Office for component and sealing details and for the following tests; air infiltration, static load water infiltration, large missile impact and cyclic load. Reviewed windows are Series "6400" aluminum double hung windows by Seasonshield, Inc. covered by Miami Dade NOA No. 02-0408.02 and rated to be large missile impact resistant. Please call if you have any questions. W. F. McCain, P.E. President/Principal Engineer WFM:Im LTR.Replacement Glass Doors r. EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT.- SAINT. LUCIE COUNTY FILE # 2709279 OR BOC" --63 PAGE 2271, Recorded 09/16/2005 �-9:14 AM PcmhNo.�9- 3�CL State Of NOTICE OF COMMENCEMENT Tax ID # ffSl 7—_ Cwnty Of THE UNDERSIONCI) ncreby gsr'es oalih:e Carl i.upl[,.uuem wi',: ea lade to h.c.rtcin n ! ps ;J.'fiy, end is accordance wits Chapter 713, Florida Statutes, the followinp infon oution is provided in this Notice of Cosmnencernent. Lesal Descri 11 .mvetty eno street addreas. if available 1 Q $�fj- - � t.t_f1a,... JAVA ..-._SAnIn S:::Dn�1 General doscriptun of uuV!:ww++e[A /Jrn,rDAe, FrS.na !e^".,/...._--"— Own&s_3t in she fn -.d!V '!<<[.it ✓S�)N .-,�L'� _.�`%'t�'eR[>r-.y-h� .racY:D Owner's inuret rn site o/ nnwovauaut -. Simple Tit.__.._.._..._.._._.....-_..___...__. Fee le holdcr(if other than ownuq_- Address CantraztGNU _ _ _ __ Phone t)%72-?—S'7/ Addre[s�e- � �+t[�t.izJ— i`PP .—_ Fax#=_2LS —sz/y Sumty. _ 4.r�,� __ __ Phone Address_____._ _ /-, .-- ____—____._.___ Fax q. Amount ofHond S Lender_____. Phone Address----.. ............. _. fvzff --....___.....— _ Pax a_ — Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Seetion 713.il (1) (1) 7., Fineda Sto!ulm In addition a) hhumali, uwuc: designates _ of Fuza __)Io seccivea copy ol'tte Lienur's!rotiea as provided m3ecdon')13.)](i�L), Plonda Statutes. Expiration date of aotic. of momcnwmunt :s one yeat from the dale ofmordmg ind ss a ddfereat date is spocdwd. seoyt Q�(Daxc) GG , STATE OF FLORIDA. COLO'�T,1' OF V C -1 le Acknowledged before me this �{Q, day of 0 who has produceddo identi6catior (seal) var at 20 � sNvwe ergs f CGd 0008%A�NBFn �F rtO� Mr( FE8,..M,q ffq ._ FEB.I.taax STATE OF FLORIDA ST.IILUCIE COUNTY THI5 TO CERTIFY-TH, 'TRUEaND CORRECT ORIGINAL. ST. LUCIE COUNTY CLER FCIRCUIIT By: � '/ . atc 'Al ` ULL4 Y PUBLIC TITLE D [/L� COMMLSSION NUMBER 4TTHIS`ISA- COPYOFTHE 0.5 cOUNf `' P,t�ufi osog 033� W. F. McCain & Associates, Inc. 1171 19th Street Vero Beach, Florida 32960 Phone: (772) 770-1093 s Fax: (772) 770-1508 www.wfinccain.com September 7, 2005 Ms. Judy Tarby 3100 N Al A, PH-A6 Fort Pierce, FL 34949 SUBJECT: REPLACEMENT GLASS SLIDING DOORS AND WINDOWS ENGINEER'S PROJECT NO.05-222 Dear Ms. Tarby: We have reviewed and find acceptable, exterior glass door and window submittals for replacement components provided by Southeastern Door Company to your contractor, Bob Rice Construction, LLC. The subject door and window locations are based upon a floor plan you provided for Apartment Type A and are described as follows: (3) Two panel sliding glass doors located in the living room and dining area (3) Three panel sliding glass doors located in the master bedroom, bedroom and den (1) Two panel sliding glass door in the breakfast area (2) Double hung windows in the kitchen We have reviewed test data for doors provided by Hurricane Test Laboratory, Inc. for Southeastern Door Company Drawing # 13000 and the Miami Dade Compliance Office for component and sealing details and for the following tests; air infiltration, static load water infiltration, large missile impact and cyclic load. Reviewed windows are Series "6400" aluminum double hung windows by Seasonshield, Inc. covered by Miami Dade NOA No. 02-0408.02 and rated to be large missile impact resistant. Please call if you have any questions. W. F. McCain, P.E. President/Principal Engineer WFM:lm LTR.Replacement Glass Doors TesTmGAND EVALIIA77ON SOLUnONS ' www.htltest c^ ' pvium 1.0 2.0 3.0 4.0 5.0 6.o Report #: 01S1-1 I05-01 Specimen #: 2 Test Date: 1 Z/12-1801 Report Expires: 3/03/Os Page 1 of 7 MANUFACTURER'S IDENTIFICATION NAME OF APPLICANT: SOUTHEASTERN DOOR COMPANY 1505 Commerce Lane Jupiter, FL 33458 CONTACT PERSON: Troy Weizer HTL NOTIFICATION #: HTL01086 HTL LAB CERTIFICATION: Miami -Dade County (01-0205.03) SBCCI 0-1-9704A), AAMA, WDMA, Keystone Certifications PRODUCT IDENTIFICATION GENERAL DESCRIPTION: NOTE: SOUTHEASTERN DOOR COMPANY Drawing #I3000 OX-XO and all accompanying sheets are incrorporated into this test report by reference. 5.1 Product Type: Aluminum Sliding Glass Door System 5.2 Model Number. SE 3000I (Impact Resistant) 5.3 Performance Class: (+100/ -100 PSF)� 5.4 Overall Size: 142" (w) x 96" (h) 5.5 Door Panel Size: Two (2) Flxed @ 48-1/4" (w) x 94-3/4" (h) � Two (2) Operable @ 46-1/4" (w) x 94-3/4,, (h) " kY t��✓ 5.6 Conflguration:OXXO � DETAILED COMPONENT DESCRIPTION: 6.1 Frame Constn,rri:.... -n,e ,4-- a - "`OW ^ "'"" The followin OUCJ-r o g procedures (typical) wereutilized when assembling the Door Frame: Fir rIl�Corner Constr rri^^' At each comer, the frame jamb is notched while the frame head or sill track end is square cut and butted against the adjoining frame jamb. NOTE: There is a continuous sill track adapter applied to the sill track that is mechanically secured in place using a single row of # 6 x 1/4" SS FH MS spaced 2" from each sill track end and 12" CM center thereafter. Frame Corner Saab Each frame comer is sealed using a bead of PL polyurethane sealant. Additionally, the joint between the sill track and the sill track adapter is also sealed with a continuous bead of this same sealant. Frame Raj^forcement• None used, 6.2 Door Panel Construction: All of the main members of the door panel were fabricated using the followin aluminum extrusions: _ _Descri tion- ENGINEER OF RECORD k' 3/3/03 1/inu.l. Abraham. P.E. FL Reg. # 53820 HI )CANE TEST LABORATORY, INC. , T'EsnNG AND EVAtuATrom soLunows Report #: 0151-1105-01 www.htltest.com Specimen#: 2 u Test Date: 12/12-11301 H TLr Report Expires: 3/03/08 Paae 2 of 7 Dascriotion I Item # O.veralxl Crow Sectin to AGslabzain alAda 7 3.000"x 1.250"x 0.o8"A T6 ter 19 x 0.08 - 6063T6.625" •".IV ri.,..ca.u.o ayP1. JJ was uunceu wnen assemoung each Door Panel: To Comer r ction: At each door panel's top corner, both adjoining member ends are square cut, slid together, Le„ horizontal member end Into vertical member end, and mechanically attached together using two (2), #12 x 1" SS, PH SMS. Bottom Corner Co sin coon • At each door panel's bottom corner, both adjoining member ends are square cut, slid together, i.e., horizontal member end Into vertical member end, and mechanically attached together using one (1), #12 x 1" SS, PH SMS into the roller assembly. Glazing Adapter A hm nt The glazing adapter used along the top and bottom rail locations of each door panel was mechanically attached in place using two (2), #8 x -%" OH SMS spaced 6 from each adapter end. The glazing adapter used along each stile locations of each door panel was mechanically attached in place using three (3), #8 x 3/a" OH SMS spaced 6" from each adapter end and one at mid -span. NOTE: After each glazing adapter was mechanically attached in place, all of the exposed glazing adapter attachment fastener heads was sealed with a bead of CRL White Silicone Sealant. Astragal Attachment: The end rail of one of the operable panels had a continuous astragal applied to it. This astragal was attached to the end rail using five (5), *10 x'h" PH SMS spaced 3" from the ends and 15-3/4" maximum on center thereafter. Door Panel Joint Sealant., Each joint between the vertical and horizontal door pane) members was sealed using a bead of CRL White Silicone Sealant. Each joint between the glazing adapter and the door panel framing was sealed using a bead of CRL White Silicone Sealant, 6.3 Glazing: 6.3.1 Glass Type A: 7/16" thick (overall) laminated "SAF-GLAS" (N.O.A. #00-0329.03) produced by Security Impact Glass and consisting of the following components: - 3/16" annealed glass - 0.015" Polyurethane - 0.070" Polycarbonate - 0.015" Polyurethane - 3116" annealed glass 6.3.2 Glazing Method: Each glass lite was glazed into the door panel using an extruded PVC, 75 Durometer, black, marine glazing gasket (part #992) produced by Team Plastics, Inc NOTE: Please note that each gasket to gasket joint was additionally sealed using a bead of Dow Corning 795 Silicone Building sealant 6.3.3 Davliaht ODenino- 6.4 1 row an 16-ft I 1 row on each hi -rise _ eft 2 rows on top rail — one on inside and onP nn nt ftirl. Part # (Single ENGINEER OF RECORD 1 3/3/03 Vinu J. Abraham, P.E. FL Reg. o 53a20 Hut"MANE TEST LA6oRATORY, INC. TESTINGAND EVALUATION SOLUTIONS www.htltest. u H TLz 6.5 6.6 Report #: 0151-110"1 Specimen #. 2 Test Date: 12/12-1801 Report Fxpires: 3/03/08 Pace -4 ai 7 Location Descri on B-ft 2 rows on bottom rail — one ULTRAFAB # W31255BNG Pile weather-strip (Single fin, On inside and one on outside./<' i!e hei ht 16-ft. 2 rows located on astragal. ULTRAFAB # W311556NG Pile weatherstrip (Single fin, 3 16" ile he! ht 16-ft 2 rows on astra al. 0.290" x 0.242" TEAM PLASTICS Bulb Vinyl Part #191 FACED PANELS Location Description 16-ft, 1 row on each hi rise interlock ULTRAFAB # W3426BNG Pile weather-strip (Single fin, stile. 3/16" ile he! ht ib-ft 1 row on each hi rise interlock 0.290" x 0.242" TEAM PLASTICS Bulb Vinyl ((Part Ole. #191 10-ft 2 rows on top rail — one on ULTRAFAB # W311558NG Pile weather-strip (Single inside and one on outside. fin 3 16" He height) 10-ft 2 rows on bottom rail — one ULTRAFAB # W31255BNG Pile weather-strip (Single on Inside and one on outside. fin 4" ile hei ht FRAME Location DescH tion 32-If. Two rows per frame jamb ULTl2AFAB # W3115513NG Pile weatherstrip (Single 32 If. Two rows er frame amb fin 3 16" ile hei ht 0.290' x 0.242"TEAM PLASTICS Bulb Vin I Part #191 8 Frame Sill (at weep hole locations Orrin 1/a' weep drain pan plug (Part # 89080-2618) _ Hardware: Locatlon ion 4 2 per operable panel — located on bottom rail of Saunders Engineering Corp. SS (Part # P155SS) adjustable 1-11/16" diameter door panel at each door Nylon roller assembly with a stainless steel housing attached to the bottom rail an bottom corner. 1 usln One 1 /<" diameter in. End rail of operable panel centhrline of kxk at 43-1/2" Sash Controls, Inc. Multipoint Mortise Lock Assembly From the sill. (Part #991). Lock assembly is attached to end rail using 1 End rail of o erable panel two Z# 8 x 1 4"SMS. Sash Controls Inc. Lgacy Handle Assembl Part #623 1 Astragal — centerline located adjacent to mortise . Sash Controls, Inc. Keeper (Part #2470). Keeper is lack assembl . 11 attached to end rail using four (4), # 10 x 1/2" S.S. pan head SMS. Nee Holes• Location Descri tio0 54 Sill track 1/4" diameter weep holes, located In groups of six, with each group draining into adjacent drain pan located underneath sill track located 16"from each ealant's Used: end and 24" on center thereafter. ENGI NEER t�Af— 3/3/03 Vinu J. Abraham, P.E. FL Reg. # 53820 7.0 8.0 a Hul*:ANE TEST LABORATORY, INC. .TESTING AND EVALUATION SOLUTIONS ww .htltese.eom - u H TL.E INSTALLATION Report #: o 1 s i• 17 Os-01 Specimen 0: 2 Test Date. 12/12.1 go i Report Expires: 3/03/08 Page 4 of 7 'jibas installed into the o nin as follows: fastener Description Fastener Schedule Using a double row of #12 x 1- Twenty (20) fasteners located in pairs spaced 1/2" HH self tapping screws. 6" away from each had end and 24" on Using a double row of Ya" x i-3/4" Center Twenty {20) thereafter.. slocated in pairs spaced FH Tapoons. 6" away from each sill track and and 24" on s Each frame jamb was attached to center wellvet 1 stenersthe in tre opening using a doublerow of x 1-1 2" SS SMS. spaced 6" ach jamb endand no ojamb thaed nai�#10 Each fixed panel was anchored to 20" on center thereafter. The "Z" jamb brackets are spaced 6" away the adjacent frame jamb using two (2), 4" long "2" from each frame jamb end. Each"Z" jamb jamb brackets, bracket is attached to the framejamb using See Drawing #I 3000 OX-X0, sheet 3 of 3, Item 16 for two (2), #10 x Ys" PH SMS and is attached to cross- sectional ro roes. the fixed panel using two (2), #10 x Yz" PH SMS. Each fixed panel was additionally Each clip angle used at the top and bottom of anchored to the frame head and sill track at the hi rise interlock the fixed panel Is attached to the frame head stile end location using one (1), 1" and sill using two (2), #10 x 1-1/2" SS sheet metal screws and is attached to the fixed panel x 3" x 1/8" x 1-1/4" aluminum hi rise Interlock stile using two (2), #12 x 1" r�� NOTE: There was angle dip. a 1/a" (may_) shim PH SMS. installation. _- ----- __— ...,,-. ♦n cum n wrimewr or UNS test sample during its TEST RESULTS SUMMARY OF RESULTS Test Method Test Conditions Test Conclusion Air Infiltration Test (ASTM E283 and PA 202) 1.57 psf PASS Static Load Test (ASTM E330 and TAS 2o2) Water Infiltration Test (ASTM E331 and PA 202) Water Infiltration Test_ (ASTM E331 and PA 202) + 100 and — 100 psf Design Pressure 7.50 Psi` -15.00 psf Pre -Load and Design Only PASS = PASS (with 3-1/2" sill anansion) ENGINEER OF RECORD 3/3/03 Vnu J. Abraham, P.E. FL Reg. # 53920 ,�cANETEST ,il.ABORATORY, INC. TFSUNGANP EVALUATION SOLurrioNS Jffltest.eom u ill-N TiL� r Report #:olst-7f05-Oa Specimen fk 2 Test bate: 12/IZ-1801 Report Expires: 3/03/08 Page S of 7 Test Method Test Conditions Test Conclusion Large Missile Impact Test (TAS 201, SSTD 12-99, and -- PASS ASTM E1886 E1996 Cyclic Load Test + 100 and —100 psf (TAS 203 and ASTM E3996) Design Pressure PASS 9.0 TEST SEQUENCE: a. Air infiltration test at 1.57 psf. b. Uniform static load test at 50% of positive test pressure. c- uniform static load test at positive design pressure. d. Uniform static load test at 50% of negative test pressure. e. uniform static load test at negative design pressure. f. Water infiltration tests. g. Uniform static load test at 10001a of positive test pressure - Lite failed. h. large missile impact test. i. Positive cyclic load test j. Negative cyclic load test. 10.0 AIR INFILTRATION TEST RESULTS fASTM E283 : Test Pressure Measured Ailowed 1:57 psf 0.26 cfm(fi2 0.30 cfm/ftz 11.0 WATER LEAKAGE TFCT oFcr n Tc rAc " eftft.._ Test Pressure SnA3/-f11P2' Test DurationffN Allowed 7.5 psf 515.00 min.No Entry 15 psf 515.00 min.No Entry A PLEASE NOTE THAT SILL EXTENSION WAS USED FOR THE TEST CONDUCTED AT 15 PSF 12.0 UNIFORM STATIC LOAD TEST RESULTS (ASTM E330): NOT APPLICABLE 12.1 REMARKS: The 50% positive test pressure and positive design pressures were conducted, and then the 50"/0 negative test pressure and negative design Pressures were conducted. The water Infiltration tests followed. After the water infiltration tests, the specimen was subjected to the 100% positive test pressure load - during which the glass cracked, 1 3,Q—MISSILE IMPACT -TESTS: - — - - 13.1 LARGE MISSILE IMPACT TEST DATA: Miss110 WWght• R..05 /B, - Afissi/e Length- 96.00' - ENGINEER OF RECORD 1 3/3/03 Viinu J. Abraham, P.E. rL Reg, $ 53azo - - Hui W !A111E TEST LABORATORY, INC. �\ .TESTINMAND EVALUATION SOLUTIONS �_htltest tom H TLC 13.2 Velocity Report f:O151-1105-01 Specimen-#. 2 Test Date. 12/12-1 Sol Report Expires-- y03/09 Page b of 7 X Coordinate I Y Coordinate 1 49.88 ft(sec 77 OF 72.25" 2 49.04 ft/sec 77 OF 84.00" 3 49.21 ft/sec 77 OF 48.50" IMPACT LOCATIONS AND REMARKS: Impact # 1- 3 hit the intended targets resulting In the recorded measurements. There were no signs of penetration, rupture, or opening In which air can pass on the glass lites after the large missile impact tesst Upon completion of the large missile impact test, this sample subsequently underwent the cyclic load test as specified Florida Building Code TAS 203,55Tp 12-99, and ASTM E1996. 14.0 CYCLIC LOAD TEST: 14.1 CYCLIC TEST PRESSURE. (Pd) M Pm. =100 psf (Pd)Out= P� .- 100 psf 14.2 CYCLIC LOAD SPECTRUM: 14.2.1 POSITIVE rvcr rr 49.00" 12.00" 48.50" 0 X X 0 03 � #1 #2 # OF INWARD ACTING CYCLESJSTAGE 20-50 0-60 50-80 30-10i s 3500 300 600 100 14.2.2 NEGATIVE CYCLIC LOAD SPECTRUM: # OF OUTWARD ACTING CYCLES/STAGE 30 —100 50 — 80 0 — 60 20 — 50 (Psf) (pst) (psi rPsn 50 1050 50 3350 . 14.3 DEFLECrrnN r_ar-r ENG EER Of RECORD 3/3/03 Vinu J. Abraham, P.E. FL Reg. # 53820 Hu, )CANE TEST LABORATORY, INC. TESrINGAND EVALUATION SOLUTIONS wrww.htitest.eom u H TLE 14.4 DEFLECTION DATA: 14.5 Location A B C REMARKS' Report tr: 0151-1105.01 Specimen M. 2 Test Date: 12/12.1801 Report Expires: 9103108 Page 7 of 7 OUTWARD (NEGATIVE) LOAD Measured Allowable PermanentSet PermanentSet tINWARDELOAD 0.25" 0.384" 0.37S" 0,384" 10.25" 0.384" This sample was inspected carefully upon completion of the cyclic test for failures. None were found. As such, this specimen was found to satisfy the cyclic test requirements of Florida Building Code TAS 203 and ASTM E1996. MISCELLANEOUS INFORMATION 15.0 CERTIFICATION & DISCLAIMER STATEMENT: The test and the results summarized in this test report were conducted in accordance with the specifications of the applicable codes, standards & test methods listed below by the Hurricane Test Laboratory, Inc. lofted at 6655 Garden Road, Riviera Beach, FL 33404. This report is only intended for the use of the entity named In section 1.0 of this report. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. 16.0 APPLICABLE CODES, STANDARDS & TEST METHODS: Florida Building Code TAS 201— Impact Test Procedures Florida Building Cade TAS 202 — Criteria For Testing Impact and Nan -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. Florida Building Code TAS 203 — Criteria For Testing Products Subject To Cyclic Wind Pressure Loading. SSTD 12-99 — SBCCI Test Standard For Determining Impact Resistance From Windbome Debris ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Wails, and Doors by Uniform Static Air Pressure Difference. ASTM E283 - Standard Test Method For Determining The Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences. ASTM E331— Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. ASTM E1886 —Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missiles(s) and Exposed to Cyclic Pressure Differentials. ASTM E1996 — Standard Specification for Performance of Exterior Walls, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Wlndborne Debris in Hurricanes 17.0 LIST OF OFFICIAL OBSERVERS: .iuse 1. Loon _ MTL, E.I. Urmiila Jokhu-Sowell — HTL, E.I.T. Terry Roberts --HTL, Technician ENGINEER OF RECORD `q 3/3/03 Vinu J. Abraham, P.E. FL Reg. # 53820 MI�DADE �j BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OF South Eastern Door Company 1505 Commerce Lane P.O. Box 794 Jupiter, FL 33458 MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLA(3LER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County product Control Division 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 comp Zone of the Florida Building Code. ly with the High Velocity Hurricane DESCRIPTION. Series "Atlas Plus Model 13000LM" Aluminum Sliding Glass Door-L.M. APPROVAL DOCUMENT: Drawing No. 03-004R1, titled "Atlas Plus Model 13000LM Aluminum Sliding Glass.Door", sheets 1 through 5 of 5, prepared by EngCo. Inc, dated 3/17/03, signed and sealed by Pedro De number and approaring the Miami -Dade County Product Control Apprval v aI date by the Miami -Dade County Product Control Divisionmp with a Notice of Acceptance . MISSILE IMPACT RATINGFIMge-and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County product Control Approved", unless otherwise noted hereiri. 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 ttie `_'._, 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, by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, Lien i Florida, and followed shall be done in its entirety. T�SPE€TION f� copy.ofi}iis 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. / NOA No 03-M9.01 Expiration Date: June 26, 2008 i Approval Date: June 26, 2003 . Page I South Eastern Door Com an vvuyrat 11CL or File ONLY. Not part ofNOA) A• DRAWINGS 1 • Manufacturet's die drawings and sections. 2. Drawing No. 03-004R1, titled "Atlas Pl Glass Door,sheets 1 tus Mode113000LM Aluminum Sliding hrough 5 of 5, prepared by EngCo. Inc., dated 3/17/03, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 2• 0151-0909-01 dated 9/7/01, signed and sealed by Vinu Abraham, P.E. 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 BC 24113.2.1 and S 202-9 along with marked up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-1105-01 dated 12/12/01, signed and sealed by Vinu Abraham, P.E. 3• Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,: TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-1209-02 dated 12/12/02, signed and sealed by Vinu Abraham, P.E. 4• Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Small Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0117-03 dated 1114103, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1• Anchor Calculations and structural analysis, prepared by EngCo. Inc., dated 3116103, signed and sealed by Pedro De Figueiredo;_P:E. - — - Theodore Berman, P.E. - - Deputy Director, Product Control Division NOA-No'0 4329.01- Expiration Date: June 26, 2008 E -1 Approval Date: June 26, 2003 South Eastern Door Com an (For File ONLY NotpartofNOA) UVutrllilLL D. MATERIAL CERTIFICATIONS 1 • Notice of Acceptance No. 01-0206.22 issued to Security Impact Holdings L.L.C. for "SAF-GLAS" dated 1/2/03, expiring on 12/16/07. 2. Notice of Acceptance No. 01-1204.01 issued to E.I. DuPont DeNemouis, for "Sentry Glass Plus" dated 1/17/02, expiring on 1/14101. E. STATEMENTS 1 • Laboratory compliance letter for Test Report no. HTL 0151-09 04 0151-1209-02, 0151-0117-03, issued by National d Testing 09-01, 0151-1105- ' Certifie Laboratories, dated 313103, signed and sealed by Vinu Abraham, P.E. F. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division N6A'No`03-03Z8:01' ' Expiration Date: June 26, 2008 E - 2 Approval Date: June 26, 2003 INDEX: 'SHEET I DP 5 1. •:GENERA(. NOTES AND ➢DOR COr�ONENTS SHCET.3 OF 3 -;DESIGN RATING LT000 MOUELS -0MD GLAZING 4OPT10NS SHEET 4 aF 3 !TYPICAL DOOR ELEVATION, FRAMING ANCHORAGE "BILL OF MATEpIALS, SECTION DETAILS SHEET 3 OP 3 ti➢OOR ► FRAMING ASSEMBLY AND HARDWARE GENERAL NOTES: Ie CODE. THIS �NEUCT HAS BEEN TESTED AND DESIGNED -IN ACCORDANCE WI* THE FLORIDA BUILDING CODE 2001 ED,, 2- DEFINITION, f:THIS PRODUCT IS AN ALUMINUM LARGE MISSILE IMPACT RESISTANT SLI➢)NG GLASS DDOR PRODUCT CAN BE USED AT ANY ELEVATION WITHOUT HURRICANE PROTECTION SHUTTERS. 3- POSTING, :ATLAS PLUS - LARGE MISSILE IKPACT SERIES rALUMINUH SLIDING GLASS DOORS :SOUTH EASTERN DOOR COMPANY ;JUPITER - FLORIDA "BADE COUNTY PRDDUCT CONTROL APPROVED' 4- DESIGN LOADS. THE DESIGNED LOADS MUST BE CALCULATED ey q PROFESSIONAL ARCHITECT OR ENGINEEq FOR EACH SPECIFIC PROJECT THE CALCLLRESS DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESS{!RE - 3- MATERIAL, ALL ALUMINUM PARTS TO BE 6063-T6 ALLOY OR AS NOTED AND GLAZING TOI'9E LAMINATED GLASS AS PER STET 2 OF 3 AS SPECIFIED ON THIS APPROVAL, 6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL HE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL ;ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS �SPECIFIED BY THIS APPROVAL. 7- USE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT DR ENGINEER OF RECORD TO VERIFY THE FOLLOWING. 7.1- THE STA41LZTY OF THE STRUCTURE YHCAE THE PRODUCT 13 TO BE ATTACHED INSURING PROPER ANCHORAGE. 7- 2- THE SITE' SPECIFIC PROJECT CRITERIA, SUCH AT BUT NOT LIMIT-➢ TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7. 3- THAT THIS, APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. B- MANUFACTUREI#�NOTICE, ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS IN➢ICATE➢:AS REPRESENTED HT THIS ➢RAVING ARE OWNED BY , AND THE PROPEAT�Y OF SOUTH EASTERN DOOR DRAWING Arm WERE CREATED, EVOLVED AN➢ DEVELOPED FCR USE DN, AND IN CONNECTION WITH, THE TS ORI':IED ppD,IECT. NOME OF SUCH IDEAS, DESIGNS, ARRANGEMENTS pR)PLANS SHALL HE USED HY OR DISCLOSED TO pHy - FERSON, FIRM D(6 CORPORATION FOR ANY PBy DR D SCLOWHATSED TO WITHOUT - THE WRITTEN PERMISSION OF' THE MANUFACTURER 4L,2,j4.9228 120 I- THREE TRACK JAMB ALLOY. 6063-T6 0.08 0 4.70 AN m - a L28 L2a 12B S- THREE TRACK HEADER ALLOY, 6063-T6 D- DOOR END RAIL ALLOY, 6063-T6 DOOR COMPONENTS 6- HIGH RISE INTERLOCK ALLOY: 6063-TS DII� 0.13 DOOR ALLOWABLE DESIGNED PRESSURES SEE SHEET 2 OF 5 FOR ALLOWABLE DESIGNED PRESSURES, MODEL 13000 LMI - TABLE 1 - GLASS TYPE A MODEL 13DOO LM2 - TABLE 2 - GLASS TYPE Al MODEL 13000 LM3 - TABLE 3 - GLASS TYPE B LM - LARGE MISSILE IMPACT TYPE A. GLASS - 7/16, A LAMINATED NOA# 00-OS29.03 TYPE Al GLASS - 7/16' HS LAMINATE➢ NOA# 00-0329.11S TYPE B GLASS - 9/16' HS LAMINATED MCA# 90-0608.03 S 12 1.05 �m X� � a o m 0.0' `n ' 7 T o 7- DOOR ASTRAGAL ALLOY: 6063-T6 LOT 0.74 JI 11- GLAZING ADAPTER ALLOY, 6063-TS I L 1N 1.00 12- FIXED PANEL BRACKET ALLOY, 6063-TS 1.0 0.79 UIB 0.0a W of 0.42 0.95 5- DOOR TOP RAIL ALLOY: 6063-T6 WED AS 30TTN RAIL ON fix" P.CL3 0.95 0.42 i n jl 600 L M70 1.14 B- DOOR BOTTOM RAIL ALLOY: 6063-TS ONLY ON O umu PANELS I G I a 15- GLAZING GASKET mR� rre n vamrz.0 ..V I16 aun vn.r. vva M'f[ 1f lW rWISC; IC COMMERCE LANE, BOX 794 TTER, FLORIDA D (561) 746-5493 (561) 575-1926 S PLUS Let Series I3000LM M SLIDING GLASS Englnacfing: +Tillo Ru Jnc CA B116 6971 Y. SUNRISE BLVD. 104 PLANTATION, FL. 33313 TEL.. (954) 5a5-03D4 NAY 2 0 2003 En91n:.r S.al P.dro D. 119N.lr.d. PE 52601 Dale: 3/17/03 SCQIe: NA D.algn by; PPMF Drowing Number 03-004R1 Sheet 1 of 5 IILg .. GLASS 'TYPE A DESIGNED PRESSURES.(pef) ---PH - ®RU' ULE (I :Ina• ANNEAL GLASS 3/16' HS GLASS AIS• PO�YURETHgNE .015• POLYURETHANE 1/4• HS GLASS 0)0' POLY BONATC ,0)0' PO '.015• PlE�ryRETHANE LYCAR80NATE 0.100• ➢UPONT ]/I6• ANNEAL GLASS AIS• POLYURETHANE 'aNIF AST INTEfyAYER 3/16' HS GLASS ' 1p• HS GLASS CLASS TYPEjA LARGE MISSGLASS TYPE At I 7/161 LARGE MISSILE GLASS TYPE B ANNEALSGLASS 7/16• HEAT ASTRENGTHENEDGLASS LARGE GE YMISSILE AFAGLAS0 9/16• HEAT 6TRENHENE➢ CLASSL[0.90-p3�9. 07 NSEL-tl0-0329.03 HSENTRGLAS PLUSG d A tl,99-0600. 03 TABLE 2- I3000 LM2 MODEL LARGE MISSILE - GLASS TYPE Al - ALLOWABLE DESIGNED PRESSURES (Pef) TABLE 3- I3000 LM3 MODEL LARGE MISSILE - GLASS TYPE B ALLOWABLE DESIGNED PRESSURES (Pef) GLAZING DETAIL fff�—LAM01ATE0 IMPACT GLASS Lw MLNCE LANE, P, 0. BOX 794 JUPITER, FLORIDA 3345B PHONE, (561) 74G-5493 FAX' (561) 575-1826 PRODUCT: ATLAS PLUS Impact Serfes MODELS 13000LM ALUMINUM SLIDING GLASS DOOR En9lnaering: 1Eug(ga J71C. CA 8116 6971 Y. SUNRISE BLVD. 104 PLANTATION, FL. 33313 TEL.. (934) 505-0304 MAY 2 0 2093 En9in. S.aI P.dm Da Rpu.lr.de PE 02609 Dula: 3/17/03 Scale: NA Dealgn Hy: PPMF Ravlalon: Drawing Number 03-004R1 Sheet 2 of 5 ATLAS SERIES - I3000 MODELS - TYPICAL ELEVATIONS AND ANCHORAGE SPACING 4 MANUFACTURER: 'I 192• MAX DOOR FINISHED WIDTH AB• MAX DM SOUTH 48• RAX. DM 48' MAX, DN 144' MAIL DOOR FINISHED WIDTH %DDOR?IODULE) 48' MAX DM EASTERI (DpOR MpOUI� TOOUR PDDULE) 4B' MAX. DM m0ma mo MPwNr (DOOR NOpOLE) 4B• MAX. DM um+e..�sru.�•rmrc.,,uyy� b SEE TABLE 9 FOR NE DER ANCHORS SPACING (DOOR )IIIDULE) (Dgpl( 1'DD[1CD XXIR X DM D (DOdQ MODULFj 6�SEE FAIR. 5 FOR HEADE pNCXOR SPACING111 1505 COMMERCE LANE, P.IL BOX 794 ` 7/ 1 /1/ 1 33450ER, FLORIDA // 1 PHONE, (561) 746-5493 N DL[1 MAX, 42 1/B• / 3 / 11 / // F / FAX (563) 575-1826 5 / n qqq<�3 DO MAX 42 1/8' C / I. 0 m X f— 4 3 N C+� q 5 4 i 0 � f'fl000CT: // // 4 R O 3 ATLAS PLUS 2 MODELS OL Series ELLS1 m 2 DOORINUM SLIDING GLASS -46 SEE TABLE 4 FOR SILL ANCHORS ¢PgCING �II 6—{6SEE TABLE 4 FOR SILL ANCHORS SPACING I' �64— E_nglnrreYo(rtli�ng: ,I 96' MAX, DOOR FINISHED WIDTH 48• MAX DM IB• MAX. DR Oq Bllfi (AOOR MODULE) (DOOR MODULE) HEADER ANCHORAGE TABLE D 6971 V. SUNRISE BLVD. 104 SEE TABLE FOR HEADER MAXIMUM INCEEB DC ANCE0R8 SpACLNO BULL ANCHORAGE — TABLE 4 PLANTATION, FL. 0331D 6 ANCHORS SPACING �6 EAIDNIf INCRSa OC ANCHOBD GpACINO TEL, i (954) SBS-0304 s UU _ _ _ 5 7/ 1 E4 24-16-2I 24-12-IS 2D-9-11 1B-B-10 -9912 19-8-11HO 24 24 24 24. a DUO MAX 42 1/81 / 2 -1 -20 _ -1 -B_ -B- B4 2 23" 92 24-15-19 23-11-14 IB-B-10 16-7-9 92 2q 2q 23 0 D 3 24-14-18 22-30-13 17-8-30 16-7-9 4 211 3A X� NOTES R S 1- (A-C-D),THE ABOVE TABLE VALUES A ARE F N°TEE' ,MAP 2 0..2003 4 wi SPACING WHOM USING TYPE A'ANCHORS, FO 'WAR 1- ANCHOR SPACING ARE FOR TYPE A ANCHOR ONLY. �I^- C. pRE FOR ANCHOR ' 2- MINIMUM EMBEDMENT AFE BEYOND WALL DRESSING, En9lnyr Sral I SPACING WHEN USING TYPE C ANCHORS AND D FOR ANCHOR TYPE D, I 8 2- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING, Prdry D4, FIpJdndo 2 iV PE 52009 Doil: 3/17/03 EA-1/4' TYPES: III seal•: NA I I TAPC13N BY ELCO WITH 1 3/4• MIN. EMBEDMENT INTO 3350 sl CONCRETE II' D•algn bY: PPMF EE TAHLE 4 FOR SILL I I TAPCON BY ELCO WITH 11/4' MIN, EMBEDMENT INTO 3350 psl CONCRETEaecepgs sPACIHc 6 ss WOOD SCREWS WITH 1 11/ MIN, EMBEDMENT INTO PT LUDO➢ (SGbm, RETERevlal➢n: 14 HWH M3 DRILFLEX BY ELCO INTO 1/8• MIN- A36 STEEL53) R.�q drll -DA• _ AWmIDry PrWum CMnol a��-• I� Drawing Number 03-004R1 Sheet 3 of 5 I HEADER I O 3' TWO ROWS OF ANCHOR TYPE A, C DR D STARTING AT 6• FROM THE ENDS AND SPACED CC _ JAMB FIXED STILE `3 TWO ROWS OF ANCHOR O JgXB LOCK STILE MANUFACTURER: SAS PER TAHLE 5 (SHEET 3 OF 51 TYPE D, C OR D STARTING 3A TWO &SCE ANCHOR SOUTH AT 6' FRDx SPACED AT MAXIMUM 16 B STARTING AT 6' FROM THE ENDS AND EAST D E STER] MAX J/41 SHIM 1 SPACED AT MAXIMUM 16' Be 2 EXTERIOR EKTER= 1505 COMMERCE LANE, m 16 ,A1P1TERx FLORIDA ' FIXED 16 OPERABLE FAX, (561)157511B2693 OUTSIDE INSIDE - 1S 16 15 �T PRODUCT: A f ATLAS PLUS 19/19 Impact Series '4141116-20.1/4' - SILL ADAPTER INTERIOR MAX. 1/4' SMN INTERIOR MODELS 1300DLM SIGNED PRR POSITIVE EATER THAN PRESSURES SSHHIIM, IN• _ _ � — � ALUMINUM SLIDING GLASS ➢ODR FH SPACED�iEng1Y11 Enginee'rrting: AT 2- 2' FROM 4AT Jnc. CLIP ANGLE THEREAFTERAND 2. OC TOP AND M)110-16M1 1/2• SS SMpTTACHED TOR) Z• BRACKETS SPACEDCA 8116 THE FRAME HEADER L SILL PHSNS ATTACHED TO THE FIXED INERLOCK STRF TOp AND BOTTOM AT 6' FR➢M EA END 4 PER CUPPANEL V10-16K1' PHSNS I 6971 V.SVNRITE BLYD 104 PLANTATION, FL 33313 WS OF TYPE A ANCHOR NG FROM THE TEU, (954) 583-0304 SILL ENDS Al,; a PER TABLE 4 4 (SHEET F OUTSIDE _ 1 TYPICAL PH r SMSSPACED AT13'1FROM ENDS AND 15 3q•I DC THEREAFTER t- BILL OF MATERIALSI 7 OUTSIDE jSERIPTION - TRACK JANH MATERIAL ALUMINUM 6063-76 l4 1S IB 9 9 MAY 2 0.1003 ;.;TRACK HEADER 'TRACK SILL RITE ALUMINUM 6067-Tfi ALUMINUM 6063-T6 SC ITSUPPLIRN MEDOOR COMPANY SOUTHEASTEgN DOOR COMPANY INTERLOCK TOP RAIL ALUMINUM 6067-T6 ALUMINUM SOIITHEASTEMN DOOR COMPANY En PIN S.ol Pedm D. FIRve4edo ADAPTER ASTRA�d. 6063-T6 ALUMINUM 6063-T6 ALUMINUM SOUTHESOUTHEnSjEExN D®R C➢MPS SOUTHEASTERN D lNSIOE 16 PE 31609 BOTTOM RAIL :ND RAIL IL '2' 6063-T6 ALUMINUM 6063-76 ALUMINUM 6063-T6 SOUTHEASTERN ➢; COMPS SOUTHEASTERN DOOR COMPANY 4 IS INSIDE DUN: 3/17/03 BRACKET IG ADAPTOR PANEL BRACKET III GASKET ALUMINUM 6063-T6 ALUM INUN 6063-TS ALUNlNUN 6063- SOUTHEASTERN D®R COMPANY SOUTHEASTERN ➢ ODR COMPANY SOUTHEASTERN DWq COMPANY SOUTHEASTERN 4,O O Segje; NA DABIgn by: PANE 3LE YEATXER-STRIP EXTRUDED VINYL POOR COMPANY TEAM PLASTIC AOPrvrd ummllr4X eld W ReY1S1on: 242 BULB VINYL PILE WEATHER-STRIP P[LE V3426HNG TEAM PLASTICS ULTRAFAB 191 TEAM PLASTIC IHTERLOIX Hen" owl, MEETING STILE Dm O4/Z 6'. DIAM. ROLLER CN PILE V31153BNGK ROLLER UP155SS ULTRAFAB SAUND RS ENGINEERING MD� Aw ID.Ae P.M.N C.urv1 ATE DEADLOCK SERIES MSSD 47 P155SS CORP. ADAMS RITE �. .. �r Drawing Number STRIKE PLATE ATE LATCH PLATE PATCH M21847 SAUNDERS ENGINEERING COMP. A➢AMS RITE O3 — O O4R 159SS SAUN➢ERS ENGINEERING CORP. Sheet 4 of 5 ......a.uu noor4MULT FRONT VIEW SECTION VIEW 2 2 JAMB TO RECEIVE 1 I HEADER RIBS 1 JAMB NOTCHED TO RECEIVE SILL RIBS 3 3 THANE SEALANT AT.TOPF ANROLBO�TOMR JOINTS DOQR CORNER ASSEMBLY I 4 DR l ORB 1 i CORNER) SSPH SNS 5 4OR 9 4 CR9 B PH ME --1a137 7.662 1.969 3.937 IBA- ALTERNATE DEAD HARDWARE LO CK wIT 8 m rm�i T.iI NIpaLT p . NI TIC DII AmMim mM Mx fO WWII a6s e1 m.u9 00 ®ors® 19A - ALTERNATE STRIKE PLATE I My NcnN mil a uwf ' A I. iu"u'm om'.qui iw Nm Nam u .lo-lul/rN Man (1) LOCK AND STRIKE If If 0 x - (4) ROLLERS THRESHOLD DRAINAGE CLUSR OF SIXDAN VEEP HOLES AT EA4➢RAIN PAN 1/8.1' OPENING `�FACTBRY APPLIED DRAIN PAN LOCATED 16• FROM ENDS AND NO HERE THAN 24. CC �403—�{ 3.IH �r 369 P J L97 � D.sa 111- DEA➢LDCK t Ia m' IN}Iq ttlll AMq IIII[ SM¢a ¢NO NINr NI/80m M !aq R t0 N-1/Yq IfT 2.7 L a Q 9`- STRIKE PLATE I lq IClli full A .Ip aRM FIR 41a1 IfAlal IAV Am.Da m M m x In uo-INI• Ru 0) LOCK AND SOME a 1 d a i Q) ROLLERS (PJ :K AND SIf TRIKE . 4; 0 = I 0 ,f 4 . , s -r— �281 I Al-lVlfi• L 17- NYLON ROLLER f IG VIWIl N1 AlWaoM r .(.la N®TN1l I Wll,M.n , pyy MAuun�—walq.,, om ua M 1/Y fuNT,. Aix COMMERCE LANE, BOX 794 IER, FLORIDA I (561) 746-5493 (561) 575-1826 1S PLUS act Series 13000LH UM SLIDING GLASS Englnfaring: tEng(Q 3nr. CA 8116 MAY 2 0 1003 En91n..r S.al P.dro Of Flpudnda PE l2609 Dale: 3/17/03 SCalf: NA Oaelgn by: PPMF Drawing Number 03-004R1 Sheet 5 of 5 104 . .DD �I Foye El vator Elevator Entry LiVin ee„ece9ie��ieEeBeeeeE::: �A5.ee9: • ' Room ••••••• • • •••••uiiiii� 1 Laun L� Area • ® Dining II I Dressing Area Walk-in Closet I I - 11 I • 1ff Bedroom Bedroom 12' •• I� 1 1 11 •Terrace •I 00 1 x 5, 1