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HomeMy WebLinkAboutSUBMITTED PAPERS1. 2. 3. 4. - - Pest:, *r•-�mber: - ©q0 0--3oU -- St. Lucie County Building & Zoning Department 2300 Virginia Avenue SCANNED R10 Fort Pierce, FL 34982 BY 772-462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING & SLIDING DOORS n SEE REVERSE SIDE FOR INSTRUCTIONS DATE: Z —0/ LOCATION/SITE ADDRESSA too N0. A t A Fo& 0 t6aeg f ra . 3 t/g49 PARCEL ID NUMBER: 14M •- 104- 0036- DD0 - 7 DESCRIPTION OF PROJECTOR WORK ACTIVITY: P42 PLAQ6 51.1 Olnit; & (Asc lop - WXT11 P(T UL)WGUAM IMPACT SGD //�����' TYPE OF STRUCTURE: SIR MOBILE HOME OTHER0, I70 5. OWNERS INFORMATION Name: 'D,401 D F . /' Address: �oa 3iao No. � i A City: - State: �oRTP1��� FL. Phone: o207—SAt�-Re'ri z,p. .3d4k9 6. CONTRACTORS INFORMATION FL REG/CERT #: ^ ! TC_ O O s i q ` COUNTY CERT#: l�����7 Business Name: F"t. 6�w914 SAW�� Pi� • 772-46r- 9500 Ov 779 _ zfl I - GGrsl Product Table 1606.2B 15' maximum height Minimum Design Pressure Design Pressures Manufacture Model Number Method of Attachment As per 1707.4.4.1 FBC 30 mph 40 mph Windows & Skylights Exposure B 40.7 47.2 Exposure C ** 57.1 Swing & Sliding Doors Exposure B 1 38 44 QGT 1ND h3 / Exposure C ** 53.2 Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above. Detail of Buck attachment must be submitted with this application. 7. VALUE OF CONSTRUCTION: $ ��� %�i'1. 00 FEES DUE: - --s - - RECEIPT: - --OWNER'S AFFIDAVrr: I certify that all of the information contained in compliance with all applicable laws regulating k1Jl. pwl p+t T tri bk a PRINT QUALIFIERS/OWNERS NAME STATE OF FWRIDA, COUNTY OF S Ad—m-2o-oz, WHO IS PE NALLY —KNOWNIRIME OR WHO HAS is corrrpergnd that aJ.SyOork will be done in BEFORE ME THIS � DAY OF MY NOTARY r-1 TYPE OR PERMIT NUMBER: TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used -for any. activity that includes any type.or kind -of *structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors, must be permitted through the regular building perm&review.process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: .................... 2. PARCEL ID NUMBER: ................ ''3: DESCRIPTION`OFPROJECT IOITWORKACTIVITY ........ 4. OWNERS'INFORMATION:;:....,,;-.I.................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Propertytlii Identification Number for the property on which the building�acttvity is'takirig'place. Briefly describe the building activity'drtdei permit application. ?,,fit•- ' Indicate the name and address of the owndr of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (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 cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building.andZBning 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 later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, 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. Following the issuance of this Windows, Skylights,:Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. S[.CCDV FORM NO: 006-05 —. I-: , Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 httpJ/stlucleco.gov/ce BUILDING PERMIT Page 1 Issued: 04/20/2007 Conf #: 823 Permit #: SLC- 0704-0302 Job Location: 3100 N A 1 A 802 City: FORT PIERCE Permit Type: Building (Miscellaneous) Job Description: REPLACEMENT OF SLIDING GLASS DOORS WITH PGT WINGUARD IMPACT SGD Subdiv: Sands on the Ocean Section 1 - Cando Lot: Block: Contractor THOMPSON EDWARD S 480 SOUTH MARTKET AVE Property Owner DAVID PAUL 3100 N Al A #802 Setbacks Left: Number of Units: 1.00 Minimum Floor Elevation: Job Value: $11,747.00 Right: Front: Floors: Flood Map: Parcel: 1425-606-0030-000/ 7 FL AWNING GLASS & SCREENING C1 (772) 461-8500 FT PIERCE, FL 34982 FORT PIERCE, FL 34949 Rear: Buildings: 1 Flood Zone: (207) 590-9977 Zoning: HIRD Square Footage: 0.00 Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with 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, state 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 5.713.135, F.S. Raymond Wazny e/— 9 (1) - b q Building Official Date For Automated Inspections, Call (772) 462-1261 - - For Otie`stiohs; Call -(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. Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462-2522 http://stluciLoo.gov/ce Date: 20 April 2007 Job Address: 3100 N A 1 A S02 Received By: spellsv Paid With: CK Paid By: FLORIDA AWNING, GLASS & SCREENING Building Receipt Sign: Receipt M 0000053307 'ermit Number: SLC- 0704-0302 Amount: $155.00 Jredit Card Number: Check Number: 48843 EDWIN_M. FRY, Jr., CLERK OF THE CIRCUIT COURT ---SAINT-LUCIE,COUNTY FILE # 3043638 OP a.^OK 2802 PAGE 1155, Recorded 04/20/21 `-st 09:26 AM NOTICE OF COMMENCEMENT pumitN.6a6a—O .-03001 TaxlDn MA5-60b-000A:_�O-A State Of `--LQ2s1sA Carroty Of T•l-c[ 1F THE UNDERSIGNED tn:reby gives nonce that improvement will be made tp certain real property, and in aecordmce with Chaplet 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of property and street address, Fee Simple Title holder (if other than owner) Contractor Cbwgglti ?+1 'THOM_QZGJ=.�IaFtr1A N (ASS Sf'Aee. t..f('. Pfionep 77,-46/-8,r�dD Address tFRO So. Mulsi? Aue• FT. Olc-ae= rFt.. 34ri M Fetch 77a-Jbl-EY)5'rA Surety _.._ Phone p_ Address Fax 4— Amount of Bond S Fax Persons within the State of Florida designatedby Owner upon whom notices or otfier documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: I— Phone C-__ In addition m himself, owner designates er trncac n Pax ti I to !tteive a copy of the Lienafs Notice as provided in Section 713.13(I)(b), Florida Smaller. Expiration date of notice of commencement is one year from the date of mcordinp unless a different dam is ape ' ad. (Dme) O . SIGNATURE SPATE OF FLOefore COUNTY OF LTE " i Admowledgcd before me this �,, day of 20�,by _/d i)'• el- pnmondlylcnown t me" whohmproduced_ as identlRcation. - - (seal) S GNATURE OF NO Y TYPE OR PRINTNAMB OF NOTARY STATE OF FLOFooA T LUCIE COUNTY s. CURREC(ZGER ACOp, OF N O�1r,16t1AL.--.:esry NOTARY PUBLIC TITLE COMMISSION NUMBER MATJItEsr I. one MY COMMIIN .' aDalYN ?awe ���kP�aem.Xlla �rW�M nNtmyppmaQ� Property Appraiser - St.Lucie County, FL Page 1 of 1 David E Paul Record: 1 of 1 Property Identification Site Address: 3100 N A1A Secrrown/Range: 25 :34S :40E Map ID: 14/25S Zoning: Ownership and Mailing PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print �UCIF �Uy ParcellD: 1425-606-0030-000-7 �S , Account #: 8898 y - s Land Use: Condo ¢ 0 City/Cnty: ST. LUCIE COUNTY AMP Owner: David E Paul Address: 3100 N A1A # 802 Fort Pierce FL 34949 Sales Information Date Price Code Deed Book/Page 2/28/2007 330200 00 WD 2770 / 0867 10/15/2003 289000 00 WD 1823 / 0221 3131/2003 260000 00 WD 1688/0471 3/19/1998 122000 00 WD 1133 / 1945 5/21/1991 117000 00 WD 0739 / 1558 1/25/1991 100 01 CT 0724 / 1191 7/1/1983 143000 00 CV 0406 / 1276 Legal Description SANDS ON THE OCEAN -SECTION 1- UNIT 802 (OR 2770-867) Assessment Final 2006 Val: 330000 Assessed: 330000 Ag.Credit 0 Exempt: 0 Taxable: 330000 TotalTax: 6606.67 BUILDING INFORMATION Total Land and Building Land Value: 0 Acres: 0 Building Value: 330000 Finished Area: 1207 5gFt imr No Image Available Exterior Features 3900 View: Ocean RoofCover: - RoofSlruct: - Mew ExlType: X131-SndOTOcnSct YearBlt: 1983 Frame: - Grade: NT-NT EffYrBlt: 1983 PrimeWall: - StoryHghl: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features Bed Rooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: - AvgHt/FI: STD 112Bath: 0 HeatFuel: - Prm.Flors: - " %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Oual. Cond. YrBIt. No, Land Use Type Measure Depth ' PUNT - PUD UNIT S 1 330000 AV AV 0 1 0400-Condo N -No Land Val 0 0 CLiv - CondoUvArea S 1 1207 AV AV 0 __--_-v-THISJNFORMATION.IS.BELIEVED-TO.BECORRECT-ATTHISTIME-BUT-IT-ISSUBJECTTO-CHANGEAND IS NOT- WARRANTED.- http://www.pasle.org/prc.asp?prclid=142560600300007 http://www.pasle.org/prc.asp?prclid=142560600300007 4/17/2007 'L Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 httpJ/stlucleco.govlce Permit #: SL- 07 4:0302 Issued 04/20/2007 Job Location 3100 N A 1 A 802 Jurisdiction: St. Lucie County Parcel: 1425-606-0030-00017 Owner: DAVID PAUL INSPECTION CARD Conf M 823 Type: Building (Miscellaneous) Double Fee: No City: FORT PIERCE Lot; Block: Subdiv: Sands on the Ocean Section 1 - Condo Flood: Elev: Flood Map: Project: Job Description: REPLACEMENT OF SLIDING GLASS DOORS WITH PGT WINGUARD IMPACT SGD Contractor THOMPSON EDWARD S FL AWNING GLASS & SCREENING CI (772) 461-8500 480 SOUTH MARTKET AVE FT PIERCE, FL 34982 Property Owner DAVID PAUL (207) 590-9977 3100 N Al A #802 FORT PIERCE, FL 34949 Setbacks Left Right Front: Rear: Inspection Notes: ALL INSPECTIONS WILL BE DONE BY SPECIAL INSPECTOR FRANK FARLEY P.E. SUB -PERMITS Permit # Status PT Cert # DBA Owner / Builder Job Description INSPECTIONS - For Requests, Call: (772) 462-1261 Permit # Code Description Priority Date Sched. Res Description Inspector Date Insp. 0704-0302 133 Window/Door Bucks 1 0704-0302 148 Window/Door Attachment 1 0704-0302 994 Final Engineer Report 1 0704-0302 999 Final Inspection 1 publicG Un v, FL 5t• Lucte FARLEY AND ASSOCIATES Consulting Engineers, Inc. 7707 U.S. Highway 1, Suite #3, Vero Beach, Florida 32967 ' Frank W. Farley P.E. 40111 - E.B. 6641 (772)589-6229 (772) 589-2296 fax (321)984-9661 (321) 984-9599 fax 3 July 2007 St. Lucie County Buildig Department Virginia Avenue Ft. Pierce, Florida Ref Window Sliding Glass Door Installation The Sands Unit 803 Dear Sir: As requested by the owner, David Paul, the undersigned inspected the installation of the sliding glass doors performed by Florida Awing and Glass at the subject residence. The doors were installed as required by the manufacturer and this office to withstand the design wind pressures required by the 2004 FBC with the 2006 Amendments. Should you have any questions, please feel free to call. Sincerely, LPFIley 819 111 Receive® lu`- 3 0 2001 PubjCOIKS County, FL St. Lu610 FARLEY AND ASSOCIATES Consulting Engineers, Inc. 7707 U.S. Highway 1, Suite #3, Vero Beach, Florida 32967 Frank W. Farley P.E. 40111 - E.B. 6641 (772) 589-6229 (772) 589-29-2296 fax (321)984-9661 (321) 984-9599 fax 1 A 3 July 2007 St. Lucie County Buildig Department Virginia Avenue Ft. Pierce, Florida Ref: Window Sliding Glass Door Installation The Sands Unit 803 Dear Sir: As requested by the owner, David Paul, the undersigned inspected the installation of the sliding glass doors performed by Florida Awing and Glass at the subject residence. The doors were installed as required by the manufacturer and this office to withstand the design wind pressures required by the 2004 FBC with the 2006 Amendments. Should you have any questions, please feel free to call. Sincerely, ;. �.� .may SI 819 PE Vill fivicelveD 3131. 3 0 20 ,, FRANK W. FARLEY P.E. 3388 Henderson Drive, Valkaria, Florida 32950 ' Frank W. Farley P.E. 40111 (321)984-9661 (321) 984-9599 fax 2 March 2007 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, Florida 34982 Reference: Unit 802 The Sands Condominium 3100 N. AI A Ft. Pierce, Florida 34949 Dear Sir: The undersigned will inspect the work performed by the contractor and upon completion will certify that the work was done in accordance with the permitted plans. Should you have any questions, please feel free to call. MIAMF4ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIA11II-DADE COUNTY, FIAEIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAK FLORIDA 331304563 Ibis 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 (AUD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mia® Dade County) and/or the AID (in areas otherthan Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fads to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID 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 medthe 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 Haigh Velocity Hurricane Zone. DESCRIPTION: Series "SGD-73V Aluminum Sliding Glass Doors — L.M.I, APPROVAL DOCUMENT: Drawing No. 44064, titled "Alum. Sliding Glass Door, Impact', sheets 1 through 17 of 17, dated 4115/05 with revision E dated 4/12106, prepared by mapafacdrrer, signed and sealed by Lucas Andrew Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance munber and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the i amrta Rice's name or logo, city, state 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 buildiag code negatively affecting the performance ofthis product TERMINATION ofthis NOA.wffl occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse ofthis NOA as an endorsement of any product' for sales, advertising or any other purposes shall autbmmatically 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 INSPECTION: A eopy ofthis entire NOA shall be provided to time user by the manufactu cr or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA 0 05-0526.05 and Consists ofthis page I and evidence pages E 1, E•2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06-OM03 Erpirstion Date: November 11,2009 Approval Date: August 3, M6 Page I GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 7116' LAMI CONSISTING OF (1) LITE OF 3/1I6' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL4159 AND FTL-4161. i 4 B. 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN 090 SENTRYMAS P1.1.18 (SGP) INTEPLP.Ym TEST REPORT FTL-41G,^,. C. 7/16' LAMI CONSISTING OF (1) LITE OF 311I6' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. TEST REPORT FTL4171, D 4 LAMLC6NSISTING OF-(2) UTES.OF-37, �. .� 16' HEATSTRENGTHENED'GL'ASS WITH'AN.090-PV8INTERICAYEF20F_DUPONLBUTACITE'ORSAFLFE)wEEPSAFE NOA DRAWING MAP 17N76 P MUM PV6-TESTREPORT,FTL4171. SHEET E.1 1116' LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE. 7116' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE. GENERAL NOTES ............. 1 GLAZING DETAILS ............ 2 THE 7/1B' LAMI COMPONENT IS ITEM C ABOVE TEST REPORT FTL4162. - DESIGN PRESSURES....... 3 rl F.1 U16' LAMI I.G. CONSISTING OF (1) LITE (jF 3116' TEMPERED GLASS OUTSIDE, 7116' AIR SPACE AND (1) 7116- LAMI GLASS ASSEMBLY INSIDE. ELEVATIONS .....................4 CONFIGURATIONS........... 5 THE 7116' LAMI COMPONENT IS ITEM D ABOVE, TEST REPORT FTL4162. VERT. SECTIONS ............. 69 N, G. 9/16' LAMI CONSISTING OF (2) LITES OF 1+4' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER TEST REPORT FTL4163. HORIZ SECTIONS ............ 9-10 PARTS LIST ....................... 11 CONFIGURATIONS: SEE DtMENStONS SHEETN AND DIAGRAMS SHEET 5, EXTRUSIONS .................... 12-1; ANCHORAGE .....................14.11 DESIGN PRESSURES: (SEE TABLES 1 THROL A NEGATIVE DESIGN LOADS BASED ON TM I B. POSITIVE DESIGN LOADS BASED ON WAT C. DESIGN PRESSURES UNDER 40 PSF NOT ANCHORAGE: THE 33113% STRESS 1NCREAS SHUTTERS ARE NOT REQUIRED. INSTALLATION SCREWS, FRAME AND PANEL REFERENCE TEST REPORTS: FTL4159. FLL4 I. SERIESIMODEL DESIGNATION SGD730, 6, SHEET 3) ED PRESSURE AND GLASS TABLES ASTM E 1300 98. R TEST PRESSURE AND GLASS TABLES ASTM E 1300.98. PPLICABLE IN MIAMI-OADE COUNTY. HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. SEALED WITH NARROW JOINT SEALANT, FTL4162, FTL4163, FTL-4171, FTL4454 AND FTL4524. JERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. ro TEGNNOLOOIORNE ,vv I cv n,v✓ rvLnr NW(gH�S, iL .WITS ALUM. SLIDING GLASS DOOR, IMPACT P.J. EWL 15A L 1i1 A. Tvm, P.E NOItOAfL9 FI.W1T1 li VFf.T BfIM1 �"�"a"' ' °"'9Ni YE �55201 so'07" NTS p1 • 17 4406.1 E M.ch,,niW 71l6' NOM. 3116' ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) 7116" LAMI GLAZING C I 7/16° N 3/16' ANNEALED (OPT. C) OR HEF STRENGTHENED GLASS (OPT. I EXTERIOR INTERIOR (ALL SECTIONS) 11116'NOM. 3116' ANNEALED (OPT. E) OR HEAT .090 SENTRYGLAS PLUS INTERLAYER I STRENGTHENED GLASS (OPT. F) AIRSPACE ---ril ��i(i n�YT \TifFN�ihFNFli.I CCG I I -I"'I 1'i.0G0F'vBIWTERLm ERISEENQIE) 3/16' TEMPERED GLASS ----I E--- E--- 3/16' HEAT STRENGTHENED GLASS 39 or 55 47 42 or 43 51 .591 NOM. .591 NOM. GLASS BITE GLASS BITE 77 " 16 44 or 45 44 or 45 �� 52 1 1/16" LAMI I.G. GLASS 52 & B GLAZING OPTIONS E & F NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM. 9/16' NOM. .090° PVB INTERLAYER (SEE NOTE) AM SENTRYGLAS PLUS 1/4'HEAT STRENGTHENED GLASS INTERLAYER — 3/16' HEAT STRENGTHENED GLASS 1/4' HEAT STRENGTHENED GLASS 40 or 41 46 56 PRODUCTREVIS! Bu.D6vgxi16 C as.px2s n��rL .591 NOM. GLASS SITE %iU44or45 �1"ftdw 44 or 45 9/16" LAMI GLASS (SGP) 52 GLAZING OPTION G '0 rEO 1JO YORIVE GLAZING DETAILS WKOM!'S. FL M215 P.O. H0.L'IE29 ALUM. SLIDING GLASS DOOR, IMPAC NOROM'S. FL NZ14 IV)ibh Bert, 5iO'b°' vu � Pww SCDFsa FUL 2 17 1 4406.1 Fl da ir�S% r%L ,,r,> iwner. P.E PE P58M MediONW CONFIGURATION�OVERALL! WIDTH IN INCHES MAX. NOM. PANELIWIDTH> 48" 1 60" MAX HEIGHT> 120" 96" 0 CONFIGURATION PANELS TRACKS WIDTH WIDTH 1 Xo OR PX 1 1 2 49 118 61 1/8 2 OX or XO BY-PASS 2 1 2 913 116 12013116 3 PXXp 2 1 2 10 11/8 125 1/8 4 XX BY-PASS 2 2 96 13116 120 13/16 5 6 oXX or XXp XOX BY-PASS 2 3 7 11 2 96 1r4 120 1/P 144 180 7 000 3 1 2 144 1180 8 OXO BY-PASS 3 1 2 149 3/8 1185 3/8 9 PXXO or OXXP 3 1 2 14813/16 18413/16 10 OXX or XXO BY-PASS 3 1 2 149 318 185 W8 11 COX a XOO BY-PASS 3 3 144 180 12 OXX or XXO BY-PASS 3 I 3 144 180 13 XXX BY-PASS 3 11 3 144 1 180 14 PXXX or XXX 3 , 3 143 7116 179 7/16 15 OXX aXXO BY-PASS 3 2 149 3/8 185 3/8 16 0000 4 ' 2 196 9116 244 9118 17 OXXO BY-PASS 4 1 2 196 9116 244 9/18 18 OXXX or XXXO 4 - 2 198 244 19 XXXX or XXXX BY-PASS 4 . 2 196 244 20 XXXX BY-PASS 4 11,2 196 9/16 244 9116 21 XXXX 4 1 2 195 112 243 112 22 OOOX or X000 BY-PASS 4 4 191 3(16 239 3116 23 OOXX a XXOO BY-PASS 4 i 4 191 3116 239 3118 24 OXXX a XXXO BY-PASS 4 4 191 3/16 239 3/16 25 XXXX BY-PASS 4 I. 4 191 3116 239 3116 26 PXXXXorXXXXP 4 190 518 238 5/8 27 XXXXX BY-PASS 5 'I 3 243 314 303 314 1281 PXXXXXXp6 h 3 28913/16 36113/16 1291 XXXXXX BY-PASS 6 Y 3 290 15116 36215/16 30 XXXXXXXX 8 4 384 3/18 480 3/16 31 XXXXXXXX 8 " 4 385 114 481 114 TABLE B. (LOWER CASE p REPRESENTS NOTES: FIXED PANEL CLIP (ITEM 18) LOCATIONS, r TYP. ON ALL FIXED PANEL SIDE RAILS E �E D��D --- POCKETrILIHr JH I 1 �B Gi T' MAX. WIDTH I� I _ MAX. WIDTH I-' (TABLE 8) -�'1 r— (TABLE 8) �SCOTOR!O-X XXp OR pXX Ilu lE 1 �� I�II POCKET jII a Df -ID 391/4• 1 1 TYiiP. JAMB) 1 MAX. WIDTH (TABLE 6) pX OR Xp OXO SOCKET a BfMAX. 1p WIDTH (TABLE 8) 1. FOR VERTICAL SECTION DETAILS SEE SHEETS 6,7 AND 8. FOR HORIZONTAL SECTION DETAILS SEE SHEETS 9 AND 10. 11 2. FOR APPROVED CONFIGURATIONS SEE SHEET S. pXXXO OR OXXXp 3. FOR ANCHORAGE DETAILS SEE SHE I TS 14 THROUGH 17. 4. MAXIMUM HEIGHT FOR DOORS WITH'. UP TO 4 FT. (48') WIDE PANELS IS 10 FT. (120'). MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (60-) WIDE PANELS IS 8 FT. (96'). SEE TABLE 8 FOR OVERALL WIDTHS'OF APPROVED CONFIGURATIONS. 5. VERTICAL DAYLIGHT OPENING FOR 1ti FT. HIGH (120-) DOORS IS 112 3/4- MAX. AND FOR 8 FT. HIGH (96') DOORS IS 88 3/4- MAX (DOOR HEIGHT - 7 1/4'). 6. HORIZONTAL DAYLIGHT OPENING F�OR 5 FT. (60') WIDE PANELS IS 55 7116- MAX. AND FOR 4 FT. (48') WIDE PANELS IS 43 7116' MAX. (NOM. WIDTH - 4 9116'). 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE MEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. DLO, SEE NOTE 6 3LO. iriAX. n SEE SEE NOTES NOT1Ea _1 — SEE NOTE 7 PRODUCT RRYt9 L iN:rltil: x- o3 !1R _ 1 ALUM. SLIDING GLASS DOOR, IMPACTA. P.O. 9Q%r619 +� L,rcas EAM20!.PE. NaroM;S. a 31274 l Wb& Bcrrrr "��" "' ""'� ^'•- PE 45B30� . scores NTS 1 4 17 4406.1 E Menwucal ASTRAGAL SIDE RAIL 3.500" aEXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS 1010 TECHNOLOGY OR NOROMI$. FL 34215 P.O BOX ?1 NOXOMIS. FL 34274 SGDT30 ASTRAGAL SIDE RAIL 112 1 6- 17 1 4406-1 1 F PRODUCT REYiSF.D "-MAine Mitr I, FW,.d, 'a w j 5 fssi��� Lx3sX Tur PE. PE 95820; 3, 58, 60 Or O 123 KI 53 8 , 60 or 1 LOCATED AT VERTICAL CENTER, 12' FROM TOP AND BOTTOM OF FIXED PANELS (3) REO'D X 8, 66, 67 ^ �J I®M 68 SHOWN REINFORCEMENTS REUD WI GLASS TYPES A. B OR G ONLY 17 )uuinm3i E D59, ® ExIST in Si8,S21 or S24 ITEM S24 SHOWN SECT. A -A SECT. B-B X = ITM 68 SHOWN r------------ 7 SECT. D-D MOVABLE INTERLOCK AT P-HOOK X :. ® M S24 SHOWN S rS24 El or S24 27 REINFORCEMENTS REC'D WI SECT. C-C GLASS TYPES A, B OR G ONLY I SECT. E-E DVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) MOVABLE STILE AT JAMB (INSIDE) FnI4+n, i'PwNn F ADDIiEM369ANp)LALIERWTESIMCFFMrt,EW/SCAEENFAI( HORIZONTAL SECTIONS 6^'W" Ib ❑1)DTECHNULGGYGRIVE Pc�-T �- _ D ADO]ANDI DGG GFIMNSANOG{pSS IYYEGWAEWF NOKOMIS FI ]f: ]5 — wCHNGE1HI65REEr P.G9u%1529 ALUM. SLIDING GLASS DOOR,IMPAC7 p,n+eeer o+n N KW, AN274 VWblr Se�rrcr '� u 7-7 "w, SG07]o 112 9 - 17 4406-1 4 INTERIOR (ALL SECTIONS) EXTERIOR V PROObCr REVISED a eo.pbbg.tth GLe mains RWLL•q Cale Asenm.s ND ,Qj E'•'ra'.ica lzG: Ry nu C--w MvIem.- I I 2, L.ws A Toms. P.E. PE 958201 Mx. .l 8.038 - .078 - it it 59 . A TRARV CII 1 MATL: 6063-T6 DWG# 4407 8.038 .078 I- 63 - 4 TRACK HEAD MAT'L: 6063-T6 DWG# 4412 r- 4222 --iJ L F-F-d.078 1.2358'[10' -I� I 68-2TRACK JAMB MATL 6063-T6 3' DWG# 4417 U 2.5'546 �j-- 1.619II I� 'I Tu �UL--- .078 S21- SCREEN' 2TRACK FRAMEJAMB MATL: 6063-T6 DWG# 4423 5.505 .078 9 70 - FRAME 2 TRACK HEAD WI ® MAT'L: 6062-TG 6.130 -- ra: 2.6125 i 078 -�I �L6 2.6125 MAT'L: 6063-T6 DWG# 4408 6.130 .0178 �al� 64 - 3 TRACK HEAD MATL: 6063-TG DWG# 4413 - 3.810 -SCREEN X FRAME SIL rL: 6063-T6 WG#4418 y 1.283 .810 2- SCREEN ,CK FRAME S AT'-: 6063-T6 DWG# 4424 I'- 4.222 ---�j 5 .078---lL--- - TRA^It S;LL u MATL: 6063-T6 DWG# 4409 r- 4.222 LJI1� ��Iltfl I� .078 65 - 2 TRACK HEAD MATL: 6063-T6 DWG#4414 1 LI- 3.610 I 9 1.s1911 078 U U u .078--II-- S17- SCREEN L 3 TRACK FRAME HEAD MATL: 6063-T6 DWG#4419 Ll.1.2831--- 1.6191 .078 523- SCREEN LL 1TRACK FRAME HEAD MATL: 6063-T6 DWG# 4425 Lr3.810 -- { 1.619 F 0 0 F.078 - 1 S18- SCREEN 3 TRACK FRAME JAMB MATL: 6063-76 DWG# 4420 .494 'I .078 2.713 6 i - STANDARD SILL RISER MATL: 6063-TG DWG#4410 .494 1 3.500 .078 I' rl .�1 62 - 3.50" SILL RISER MATL: 6063-T6 DWG# 4411 ��- 8.038 �I ( I-- 6.130 -� 1 1�.2L35_,�_-. 1 J 1.235 .078�� .0i/78 --�+ 66. 4 TRACK JAMB MATL: 6063-T6 DWG# 4415 L2.546 1 .810 F.078+� ID1.2831-- 1.619r -14- -078 S24 -SCREEN 1 TRACK JAMB MATL: 6063-T6 DWG# 4426 ��---- 6.505 1.619-1.235 .078-+-11--- EENRAIL 71- E 2�TRACK?J-MBUN/SGR r�R'AIL ® MATL: 6063-T6 NOKMHS. FL N275 P.O. BOX 1529 NOKOAPS. FL U274 S19- SCREEN 2 TRACK FRAME SILL MATL: 6063-T6 DWG# 4421 67 - 3 TRACK JAMB MAT'L: 6063-T6 DWG# 4416 2.5�46 1.619 I� ' ru --"lUl .071 S20- SCREEN DWG# 4422 5.505 1 p n .078-+11-�-- 69- FRAME772iTMfCS1LGWFSCREEKRAI EXTRUSIONS, FRAME 4LUM. SLIDING GLASS DOOR, IMPACT swM yNTS 13 .17 4406-1 i:LL'+2E�S.ti la�f#�t airs ten:'isrH., a3 Ltte 7Twm Wi - , iYj a P:n3eG [assmi Lads A. Twnw. P.E. PE #5820f Mecharvwl HEAD AND SILL INTERLOCK& ASTRAGAL ANCHOR A7n61 1(A,.MSGP.M S. 7/16 LAM] OL.MOSGP, HI CLUSTER BY PANEL SIZE & GLASS TYPE C. OR E. 7/16 LAW (A.M OR w 1 1116 LAMI I.G G 9116' LAMI D.ORF. 7116 LAW(H.H) OR IN 11116 LAMI LG. (H..090 SGP.M ANCHOR TYPE DOOR HEIGHT A SUBSTRATE— (6) 70 1761 90° 11P B° 12sP 100 NAM. rnnu WiDTtI GlA71NG OPTION g� O ° J J Z '9 g O � ¢ _ i m ga D J q$ J i m °^J'O � x m�. �8� J ¢ J i 'o a x `o �0 a i m r9� DZ g ,O o8 8ga 08 g� ° <S 4 Cf m j m! °.. �_ 1n K� m ¢ �'S P�. x J m ¢ � m fi4 m w AA A A B B A A B B B A C B B A C B B A C B B A L B B A C B B A C B B e C B 1/'(20) QD.E,F.G B A C S B A C B B A C B B B C C B B C C A.6 B A B B B A C B B A C S B B C C B 8 C C B B C B B B C C B B C C B B D C 3T(20) C.O.E,F,G B A B B B A C 8 B A C B B B C C B B C C A,B.C.E B A C 8 B B O B B B C C B B'D C B B O C B B C C B B O O C B D C C B D C (30) DAG B B C C 8 8 D C B B D C C B O C C B D 0 A.QE B A C 8 B A C 8 B A C B 8 A C B B A C B B A L 8 B A C B B 8 C B B B C C F, 42 (JI B B A C B B B C C B B D C C B D C C B D C C 0 D C C B D C C B D D C B E D D.F.G B B C C C B D C C B D C C B E D C C E D A,C.E A A B B A A B B A A B B B A B B B A C 8 B A O B B A C e B A C B B A C 8 4B'(401 B B B C C B S D C C B D C C B D D C B E D C B D C C B E 0 C C E D C C E O O,F.G 6 B O C C B D O C B E D C O E D D C E D SC (401 A A A B B A A B B A A S S A A B B A A.B B B,G 181BI CICI B BIDBIDI C C B D C C B D D C C E D �(6p) A A A B A A A B B A A B B A A B B A A B B B,G JOISICICICIBIDICIC B O D C C E D D C E D APPROVED ANCHORS: 1. ELCO 11W TAPCO14S 7 ELC01/4'SS4CRETEfIEX 0.P12 SCREWS TABLE 7. AT EACH P_HOOK LOCATION. ANCHOR LOCATIONS TO BE STAGGERED. 16 3/8' MAX. G.C. FOR 1/4' TAPCONS, CRETE-FLEX OR #12 SCREWS. JAMBS.......AP,OONSARLRETE�FI:EXzlU"MA)GCFC P-HOOKS....... 8' MAX. FROM; BOTTOM AND 16' MAX. O.C. FOR 1/4' TAPCONS, CRETE-FLEX OR #12 SCREWS. INTERLOCK OR 1'-- ASTRAGAL CL CLUSTER A - (4) ANCHORS INTERLOCK OR r— ASTRAGAL CL ---' 3" 3' �-- -J — — — t — — — IF 811, --1-- Sk -"I CLUSTER C - (8) ANCHORS INTERLOCK 0 ASTRAGAL CL r+ 86" --I- 8;4' -r! CLUSTER B-(6)ANCHORS INTERLOCK 01 �'•`-- ASTRAGAL CL - 3' 3" PT — — —— r- B3• -1 CLUSTER D - (10) ANCHORS INTERLOCK OR 3' ASTRAGAL CL 3' `-"- - -"-"- NOTE: 83/16" DIMENSION IE MAX. AND 3" ----(---- O.C. IS MIN. F— 8k --1-- 8k -- I FOR ALL CLUSTER E - (12) ANCHORS CLUSTERS. HEAD & SILL.. 8 lt4' MAX. FROM CURNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. 16 3/8. MAX. O.C. (1/4. TAPCONS, CRETE-FLEX OR #12 SCREWS. JAMBS ............ 8' MAX FROM BOTTOM AND 26" MAX O.C. FOR 1/4' TAPCONS OR CRETE-FLEX. 22" MAX. O.C. FOR #12 SCREWS. P-HOOKS....... W MAX. FROM BOTTOM AND 20114' MAX O.C. FOR 1/4' TAPCONS, CRETE-FLEX OR #12 SCREWS. HEAD & SILL.. 8114' MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. 22 13/16" MAX. O.C. FOR 1/4' TAPCONS OR CRETE-FLEX. 15 3/8' MAX O.C. FOR #12 SCREWS. JAMBS ............ 8' MAX FROM BOTTOM AND 22' MAX O.C. FOR 1/4-TAPCONS OR CRETE-FLEX IS -MAX O.C. FOR #12 SCREWS. P-HOOKS....... 8' MAX. FROM BOTTOM AND 13 7/8' MAX. O.C. FOR 1/4'TAPCONS, CRETE-FLEX OR #12 SCREWS. HEAD & SILL........... 8 1/4" MAX. FROM CORNERS AND CLUSTER A. AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 16 3/8' MAX O.C. JAMB..... B' MAX FROM BOTTOM AND 26 1 1116"MAX. O.C. P-HOOK..... 8' MAX FROM BOTTOM AND 15' MAX. O.0 HEAD & SILL........... 8 1/4" MAX. FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 16 3/8" MAX. O.C. JAMB..... 8' MAX FROM BOTTOM AND 26' MAX. O.C. P-HOOK..... 8" MAX FROM BOTTOM AND 20 1/4' MAX. O.0 7. MAX. 96" HIGH DOORS WI PANELS UP TO 60' WIDE. HEAD & SILL........... 8 1/4' MAX. FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 22 13/16' MAX. D.C.. JAMB..... 8' MAX FROM BOTTOM AND 26 11116' MAX. O.C. P-NOOK A" MAX FROM BOTTOM AND 13 7/0' MAX TLO NOK01118. FL SR75 P.O BOX !.." NOKG111S. FL S 215 ANCHORAGE, SPACING ALUM. SLIDING GLASS DOOR, IMPAC-. w a SGDM .1/8 14 + 17 1 �< 4406-1 EXTERIOR (ALL) V PROJUCTREVISED meompyLSg bOx Fb,W 8W&! Cn AecpCOco: No •03 1: m40aLor Dog 8T Pmdx C1.601 Oh' 0 Lu.a.n Tune, PE. PE C5620! L,",nwnra I (� EXTERIOR INTERIOR p NO LES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2 1/2' FOR HEAD VVV--- 2x WOOD ® SILL AND JAMB AND 1' FOR P-HOOK INSTALLATION. FOR CONCRETE APPLICATIONS I J(CONCR 4TE) (ALL SECTIONS) SEE NOTE 2 MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' TAPCOP I I OR 114' ELCO SS4 CRETE-FLEX ANCHORS. FLAT HEADS TO BE #12 TRIMFT TYPE. 1 114" 1 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE MIN. 1 1/2^ OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Ix WOOD BUCK J �� _ ". ___: ,. MIN. DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE SEE NOTE 2 �(- T. OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE i 114• 114' / ' ".1.`Y.. AUTHORITY HAVING JUomCICTICN (ARJ;. ( MAA. SHIM M '�'�. 1 I I J SHIM J. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER 1/4" TAPCON, SEE NOTE 1I III ® #12 SCREW, SEE NOTE 5 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON SHEETS 15, 16 AND 17 FOR 2x WOOD BUCKS. THE ORIGINQAL2-TRACK FRAME HEAD INSTALLATIONS ANCHORS SHALL BE#12SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT V INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON _ 2x W OOD SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14 MAY ,•may( t��{2TE) ^ ?.-� NOTE 2 REUSED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK F' '.' U`. MIN.*SEE 1 1/2' CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY 1xWOODBU k __ MIN. OPENINGS DONE BY OTHERS OR AS ACCEPTEDBY AHJ. FASTENER SIZE. SEE NOT /2 LLLEMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO %41MAX SCREEN yL'rII'(VAX, WHICH THE FASTNER IS EMBEDED. HIM FRAME SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4' TAPCONS OR 114' SS4 CRETE-FLEX ANCHORS ,i _ ®WITH #12 TRIMFIT HEADS MAYBE USED INSTEAD OF #12 SCREWS. SEE TABLE 7. 114' TAPCON, SEE NOTE 1 I #12 SCREW, SEE NOTE 5 ALTERNATE 2 TRACK FRAME ® W/ SCREEN RAIL. ix WOOD BUCK _ SEE NOTE 2 SCREEN FRAME 1I/4' TAPCON, SEE NOTE 1 led 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME I 114' TAPCON, SEE (CONCRETE) MAX' SHIM SCREEN FRAME SHIM 3-TRACK FRAME HEAD INSTALLATIONS 1 1/4" 1/4' MAX. SCREEN SHIM FRAME 2x WOOD SEE NOTE 2 1 12" MIN. L 1/4' MAX. SHIM #12SCREW, SEE NOTES® 2x WOOD SEE NOTE 2 1 12' v = MIN. 'T 114' MAX. SHIM U a 4-TRACK FRAME HEAD INSTALLATIONS NOKOMIS. R. 3¢275 P.O. SOx ISS NmOMIS FL U214 SGD750 #12 SCREW, SEE NOTE S® 114 1 15 - 17 1 4406-1 PRGtAAT RE, L5M xt c. �;•�ivg wi!htis FlaSdx @uiJ-.^ CnGe M - xl1 ¢ Prnla:f CM(tpI Lll i'- tome, P E. PE x5020, Mech.iN 1 1/2"MIN. —I #12 SCREW SEE NOTE 5, ® SHEETI5 1/4' MAX. SHIM Ix WOOD BUCK I SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 114' SHIM MAX.�-- 1x WOOD BUCK SEE NOTE 2 --y SHT. 15 ._J... . 1/4' TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME -�' •. 1/4" SHIM MAX. �-{ F•-- 2x WOOD SEE NOTE 2 SHT. 15 1 1/4" MIN. ALTERNATE 2' W/ 1 1/4' MIN. ,(CONCRETE) 1 112" MIN. #12 SCREW SEE NOTE 5, SHEET 15 2x WOOD I SEE NOTE 2 SHT. 15 SCREEN _—y FRAME 114' MAX. SHIM I ram. 1x W000 BUCK£y 1114"MIN. 15 TAPCON NOTE I SHT. 15 I�.••' �'� I%SHIMMAX. —�{�- #12 SCREW SEE NOTE 5, SHEET 15 SCREEN FRAME d 1/4" SHIM MAX.I--- Ix WOOD SU( SEE NOTE SHT. 1 1/2' MIN. 2x WOOD SEE NOTE 2 SHT. 15 1 114" MIN. 1 112'MIN. n °{ 1l4" TAPCON SEE NOTE 1 SHT. 15 (CONCRETE) #12 SCREW SEE NOTE 5, ® SHEET 15 :'I I 2x WOOD SEE NOTE 2 SCREEN SHT. 15 FRAME '6 yi SCREEN FRAME 1/4" SHIM MAX. --"-� 114" SHIM MAX. �)-+- 4-TRACK FRAME -IONS JAMB INSTALLATIONS V MCNNOLWYORIVE ANCHORAGE DETAILS, JAMB NOKOM15. FL 5495 P.U.BOx 1529 ALUM. SLIDING GLASS DOOR, IMPAC NOK0M4. FL N274 V,iby Beew '" SGon''"O i/4 1 16 17 4406-1 4 Li INTERIOR (ALL SECTIONS) EXTERIOR 1111cr REVISW t*tq wuh 111e Fmv;& axca ndaa rzm W3 d ePrdeC. CemRa i Pa.+sA rmner, PE PE 05 201 MBGTanl�al SCREEN FRAME 114"MAX. SEE NOTE 1 SCREEN FRAME 1/4' MAX SEE NOTE I !SCREW, -1 A #12SCREW. S. BHT 15 SEE NOTE S. BHT 15 SCREEN FRAME 1112'MIN. 1/4'MAX. ot - SEE NOTE I I 112. MIN. "OOD SEE NOTE 2 & #12SCREW, SEE NOTE 5, BHT 16 SCREEN FRAME 1/4'MAX. J SEE NOTE I SCREEN BHT. 15 FRAME 1/4' TAPCON 114'MAX SEE NOTE 1 1/4'MAX SEE NOTE 1 BHT. 15 SEE NOTE I I 1/4'MIN. (CONCRETE) 3-TRACK FRAME SILL INSTALLATIONS &ALTERNATE 2TRACK FRAME WtSCREEN CRALl A I EXTERIOR INTERIOR ANCHORS ARE STAGGERED — I MIN. ,I-P­HOOK <�] ANCHOR EMBEDMENT AT P-HOOK' 114' TAPCON -1 1/4' MIN (ALL SILL SECTIONS) 1%4- CRETE-FLEX -1 3/4' MIN. #12 SCREW, SEE NOTE 5, SHT.15 lx MOOD BUCK (CONCRETE) SEE NOTE2 (CONCRETE) 1 1/4' 1 114" 3/8'MIN.. MIN. MIN. 318"MIN Z. 114'TAPCO q #12SCREWT (SEE NOTE (SEE NOTE 1) SEE NOTE 5, BHT. 15 BHT. 15 SHT.15 ID TYPICAI INTERIOR (ALL P-HOOK SECTIONS) EXTERIOR NOTE: ,a 1. IF SILL IS FULLY SL 2x WOOD BHT. 15 TAPCON ;i& IN. 1/4' (CONCRETE) 2-TRACK FR 1 112"MIN. 1/4' MAX. T SEE 1112'MIN. NOTE I 2x WOOD 2x WOOD SEE NOTE 2 SEE NOTE 2 BHT. 15 BHT. 15 114' TAPCON SEE NOTE I BHT. is I- I lr2"MIN. 2x WOOD SEE NOTE SHT. 15 114'MAX AZRGuc: no .i u6 (SILL) SEE NOTE I Lw Nli- N 114*M[N. "KET P-HOOK INSTALLATIONS (CONCRETE). ^ I ORIGINAL 2-TRACK FRAME SILL INSTALLATIONS ".Z'_ TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAIL (DONE BY OTHERS) MUST 7THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. WISCREENRAXM'O PNppXCWW, _AC;r ANCHORAGE DETAILS, SILL & POCKET P-HOOK 'O�TECONOIWYDRI� P.O. sox f53S ALUM. SLIDING GLASS DOOR, IMPACT 7­-�. P E N MfrS FL 5494 vi'ibl' sor", #58NI s.1111 114 1 17 - 17 E Me h.,vA EXTENDED SILL (3 Ire), MAX. 96- (W) HIGH DOOR. TABLE 1 I ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60' (5) GLASS TYPEA. 7/18' LAMI (3116-ANN...090 SGP, 3116- HS) FTL-415 ant. Daor Halght Panel Width i 72•(6q 1 60"(0 1 84'(7q I SIT(7q 1 96-(8q 30- (2q +70.0 1 -70.0 1 +70.0 1 •70.0 1 +70.0 -70.0 1 +70.0 -70.0 . +70 O 1 -70 0 36'(3q +70.0 1 -70.0 1 +70.0 -70.0 1 +70.0 •70.0 +68.8 68.8 1 +64.8 1 64.8 4r(3) 462.6 -62.8 +562 -58.7 +53.9 -53.9 +50.7 -50.7 448.21 48.2 48'(40) +53.2 •53.2 +4T2 47.2 1 +44.4 1 -44.4 1 +42.3 42.3 +40.8 -40.6 54-(e) +46.2 1 48.2 +41.3 41.3 1 +39A 1 •39,4 +37.1 -37.1 1 +34.6 1 .34.6 So-(5) +41.7 1 41.7 1 +37.6 -37.6 1 +35.8 -35.8 1 +33.1 - A +30.9 -30.9 EXTENDED SILL 1312'), MAT(. 06" (8 HIGH DOOR. TABLE 2 ALL CONFIGURATIONS WIT F;IA MAX. NOM. PANEL WIDTH OF SO- (6)GLASS TYPES. 7/16' LAM( ( 16' HS,.090 SGP, 3116' HS) FTL-416: 0n ' �� DoorHalght Panel Width 7r (0° I 807 (6) 84' (7q I 90' (71) 96' (8q 48' (4"I +70.0 -70.0 +70.0. -70.0 +70.0 -70.0 +70.0 -70.0 ,+70.0` : -70.0 54'(4q +7T -70,0 +70,Oi -70.0 +70.0 1 -70.0 1 +70.0 1 •70.0 1 +69.1 -69.1 6V ( +70.0 1 -70.0 1 +70.6 -70.0 1 +70.0 1 -70.0 1 +662 1 -68.2 1 461.8 1 -01.8 EXTENDED SILL SILL(3A2*)j'MAX!W,(8°)HIGH DOOR. TABLE 2A SIZES AND CONFIGURATIONS WITH A MAX, NOM. PANEL WIDTHOF 6(r 911rLAMI(1/4'HS,.090SGP,1l4'HS) GLASSTYPEO. FTL4163 - 70,0 EXTENDED SILL (3112% MAX(12P (10) HIGH DOOR. CONFIGURATIONS WITHIA MAX. NOM. PANEL WIDTH OF 48-(4°) Panel EXTENDED SILL (3 12•), MAX. 98' (e) HIGH DOOR, TABLE 5• ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 4r (4) GLASS TYPE C. 7/18' LAMI (3116- ANN...090 PVB, 3/16- HS) FTL4171 GLASS TYPE E. 1IM6"LAMI LG W17116-LAMI TYPE C. FTL4162 (3116- TEMP., 7116-AIR SPACE. 3116-ANN.,.090 PVB, 3/16- HS) om. Do°r Haight Panel yyMth I 7r (Bq 1 80' (61) 1 84' (70) or (71) 98' (61) 30- (4 +S0.0 .80.00+47211 80.0 +80.0 -60.0 +80.0 -60.0 +80.0 .80.0 38' (3) +76.6 -76.672.7 +70.6 -70.6 +60.8 -68.8 +64.8 64.8 42' (3q +82.8 62.658,7 +53.9 -53.9 +50.7 -50.7 +48.2 -482 48'(4q +532 -53247.2 +44.4 +44.4 +42.3 -423 +40.8 40.8 EXTENDED SILL (3 12'), MAX, 96- (81) HIGH DOOR, TABLE 8. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48'(4°) F4CASSlTYPEU 7n8°•. '(3n8�liS.rA90FVB7wl ---;T .-sm [BO.Q: � 90:0: GLASS TYPE R 1 1116' LAMI I.G WI 7116' LAMI TYPED. FTL4182 +50.0 •80,0 (3116- TEMP., 7/16-AIR SPACE, 3116- HS,.090 PVB, 3116' HS) (EXTENDED SILL ONFIG MAX. 121TONS WITH HIGH DOOR. ALL SIZES AND CONFIGURATIONS WITH A MAX, NOM. PANEL WIDTH OF 48' (41 GLASS TYPES. 7/16' LAM] (3/16" HS„090 SGP, 3/16' HS) FTL4161 +60.0 -60.0 72'(61 1 80,(8') f 84'(T) 1 BIT W) 1 96'(Aq I Vr(B) I 108'(9) 1 114'(9) 1 120'(10) +60.0 60.0 480.01N47.2 +80.0 -60.0 +60.0 60.0 +60.0 60.0 +BD.O 60.0 +80.0 •60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0+60.0 •60.0 +60.0 -80.0 i600 ".-60JY +60.0 60.0 +60.0 60A +58.9 -58.9 +58.2 -58.2 +60.0 60.0 +56.7+53.9 -53.9 +5D.7 -50.7 +48.2 -48.2 +48.3 48.3 +44.6 44.8 +43.4 43.4 +42.1 42.1 +53.2 -53.2 +47.21+44.4 -44.4 +42.3 42.3 +40.6 40.8 +36,3 -38.3 +36.0 -38.0 +34.4 -34.4 +33.1 -33.1 1. POSITIVE DESIGN PF ARE NOT CHANGED. 2. REINFORCEMENTS N GLASS TYPES A, 8 P ""I" IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 3 12' EXTENDED SILL RISER. NEGATIVE PRESSURES ITICAL SECTIONS, SHEETS 6 THROUGH 6 FOR EXACT SILL HEIGHTS. ,y '(RED IN DOOR PANELS WITH GLASS TYPES C, D. E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH )�ii X/!i C• BLES 1, 2, ZA, 3 AND 4). Aa8 192r VLAJJ UVVK, IMYAL:1 Lrcma t - ,P.E. NOx0Arl9. R ]4274 V'.fPy Brun JL(UIIYV PE 99201 sco7]o F L 3 r 17 4406.1 E I. hl ..[ - - 1 _ _ _ _ ... � __. _ .. �. n 1 I ' r . ' �) Fsogruss HuRiUCAK PRDWROW ® WinGuard IMVACT-B[SSfAf WINDO/K 6 DOORS ALUMINUM SLIDING GLASS DOOR Track and Jamb Types MAIN FRAME EXTRUSION PROFILES 2-TRACK 3-TRACK 4-TRACK L�713 2]i3 SILL 1�rs z t3 fa]5 1]]5 �aaeB� e20B� e.tte � HEAD b 8 L619 1919 18f9 b19 1618 afne 1�i51 I JAMB. a a� e. 1 t 2 TRACK WITH INTEGRAL SCREEN RAIL JAMB Tn 1.zs5 I— 5%5� 7 t.zas LI 1 6-5 AUgU MS any 1�dLr/ •05 08�' og ,,NtAWa'v5jt s567✓'yirsNrnd y41007Y I I ` %AMO VILW o sarvIVs 3HI P { { bo n-d o3b" .b .b ,6 ' ,9 .9 .9 A ( ( t • 57rf111A3791 i varmov o1 aoaq :.-` .,ina►v1�373 _ W MA % 12c1p i i i { �: •e �� fill S ltnn � � b,txnn � { £.11n11 � a i Z 1SNn i i Zi Z> 8 3nogy BV1019 oant%o7 Saw 4'aZNOoWa 11V • 03-AMddb as of M.Z.LU-lol yova