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1826 OCEAN GROVE DR - REVISION 1/6/18 ,;5..-Llr l'' CITY OF ATLANTIC BEACH '',\ CITY 800 Seminole Road 1 :.s.' I Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date i i •&1 I d� Revision to Issued Permit Corrections to Comments Permit#}��5011 -OO `' Project Address l'82(,) c2e n CT rQ1e Le, Contractor/Contact Name Eric_ ! 1 U f r i'S Phone 9 Q 14 -a.Y?- q Z5 2 Email ein M e,e kale)r/7 s�C r✓. CO n'1 Description of Proposed Revision/Corrections: Permit Fee Due i. 0.O C� —PO) Lc1 'Appro.!a_1 Additional Increase in Building Value $ t/ Additional S.F. V By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) I —CC. —11? Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved ,, " Denied Not Applicable to Department Revision/Plan Review Comments on)oCT piA'- -(7 c)ro Cif), 'a Pal le-t. Department Review Required: C`., P n>cmt� � n i n 4�` �J �� ! .-. '� �' ' i 11.17- ^ i Re ed By 9 ' Tree Administrator i l i! � Public Works i i �.:� JAN 8 2018 Public Utilities f- 9-do/ - Public Safety Date Fire Services = 1111E . B . MORRIS . GENERAL CONTRACTORS , INC . January 6, 2018 REVISION City of Atlantic Beach Bldg. Dept BP# S 0 9 ^cd Sc4O F F I C E COPY 800 Seminole Rd DATE / / o/� Atlantic Beach, FL 32233 SIGNED RE: 1826 Ocean Grove Dr., Permit#RES017-0052, Product Approval Substitution To Whom It May Concern: Please allow the attached product approval information for PGT sliding glass doors (FL #21179) & fixed windows (FL #5012) to replace the information submitted with the original permit package for the above referenced project. If you have any questions, please contact me at our office. Sincerely, Eric B. Morris President 238 Canal Boulevard, Suite 1 Ponte Vedra Beach, FL 32082 phone 904-998-9281 * fax 904-998-9584 Florida Certified CGC57425*CCC57213*CFC57341 Georgia Certified GCC0002148 * GCQA002162 www.ebmorrisgc.com 1070 Technology Dr. R EV I S I ON N.Venice,FL 34275 BP# �'( C:✓ /7 dd5d. Tel.941-480-1600 DATE 1 / 9 / 21 pgtindustries.com SIGNED /n Product Evaluation Report Date: June 9,2015 OFFICE COPY Product Description: Axed Window,Series 420 COPY Florida Product Approval#: 5012 Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 (941)486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule,61G20-3.This product complies with the requirements of the 5th Edition of the Florida Building Code,2014. Technical Documentation: Elevation,anchorage/installation drawings and Test Reports: Drawing#: 2071011JR Test Report(s): FTL-5346 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2.This product is not Impact Resistant and requires shutters in windborne debris regions. 3.This product is not for use in the High Velocity Hurricane Zone(HVHZ). Certification of Independence: A. Lynn Miller,P.E.is employed by PGT Industries,and therefore has a financial interest in the company or any company manufacturing or distributing products for which this report is being issued,but does not,nor i?t i;;J will aquire a financial interest in any other entity involved in the approval `` 1` ' process of this product. rr.. • •,i t,r r. /r A.Lynn,Miller, P.E. P.E.#58705 FL Cert.of Auth.#29296 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE ANCHOR LOCATIONS DESIGN PRESSURES LISTED. &SPACING 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED • DIRECTLY TO SOLID CONCRETE.WOOD _ 12" BUCKS DEPICTED AS 2X ARE 1-1/2'THICK 6'MAX.- _ O.C. 4"MAX. OR GREATER.ATTACHMENT METHOD OF MAX.f 2"MAX.H WOOD BUCKS SHALL BE DONE BY i O.C. OTHERS. R. III _-__-._. 4"MAX. 3)SEE TABLES FOR MINIMUM EDGE i O.C. DISTANCE FROM CENTER OF ANCHOR TO It ---- � _ - SUBSTRATE EDGE(EXCLUDING FINISH OR 60"MAX. II, ! 12"MAX.O.C. � STUCCO). i II 60" 4)SHIM EACH ANCHOR LOCATION WHERE BUCK / 'III 1 MAX. THE PRODUCT IS NOT FLUSH TO THE IIj I BUCK SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. II 6" MAX 5)ANCHORS SHALL BE COATED OR IIS L [2"MAX CORROSION RESISTANT AS APPROPRIATE r�� "�I i__ FOR SUBSTRATE MATERIAL.DISSIMILAR '' I i MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. H- 96"MAX.BUCK — -I •----- 96"MAX.BUCK I ALUMINUM SHALL BE PROTECTED FROM • DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. FLANGE FRAME INTEGRAL FIN FRAME 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS OTHERS. Anchor Substrate Min.Edge Mln. Anchor Substrate Min.Edge Min. 7)MATERIALS USED FOR ANCHOR Distance Embedment Distance Embedment EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=.55) 1/2" 1-3/8" 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.55) 5/16" 2-7/16" KSI CONCRETE AND CONCRETE MASONRY #10 Sheet Metal Screw, Aluminum,6063-T5 min. 3/8" 1/8" 2.1/2"x.131'Common Nal P.T.Southern Pine(SG=.55) 3/8" 2-7/18' UNITS COMPLYING WITH ASTM C-90. G5 Steel or 410 GLAZING COMPLIES WITH ASTM Et300. Steel Stud,Gr.33 min. 3/8" 0.0346(20 ga) 2.1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" Stainless Steel P.T.Southern Pine(SG=.55) 1/2" 1-3/8" A36 Steel 3/8" 1/8" 8)THE 1/3 STRESS INCREASE WAS NOT P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Aluminum,8063-T5 min. 3/8" 1/8" USED IN THIS ANCHOR EVALUATION.THE #10 Steel SMS 1.6 LOAD DURATION FACTOR WAS USED 3/18'Steel Ultracon Concrete(min.2.7 ksi) 1' 1" Steel Stud,Gr.33 min. 3/8" 0.0346(20 ga) FOR THE EVALUATION OF WOOD SCREWS. Ungrouted CMU,(ASTM C90) 1" 1-1/4" A36 Steel 3/8" 1/8" NOTE.FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE IAN.3 THREADS BEYOND INSIDE FACE OF MATERIAL. NOTE'.FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL. 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. ' TABLE 1:DESIGN PRESSURE ` ' •. cwisk ww No** VIMOOeiOG WAW CIAMTACCMAFB Window Buck Size Design Pressure Certification J.ROSOWSKI 07/10/11 VINYL MON 15 AIXIMO1e,INa "101eA1 OF Per „r Width Height (+)psi (-)psf Numbers `._,r-'', ""`i0a' SwornNLNr"Rournewlf®rrBrar 0. WOMB!MYNWED arinO UCSON 96" 60" 80 I 80 190-423 PETAANION0Mr 6 L,I'/ 1070 TECHNOLOGY DRIVE SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING 1 I • NOKOMIs,FL 3/275 ` DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. '-� - FL CERT.OF AUTH.:29296 PICTURE WINDOW �,,t r‘k A.Lynn Miller,P.E. i'N."e°FN •er.: s.Ir Oro*,Nu Row P E#58705 PW-420 NTS 1 01 3 2071011JR INSTALLATION WITH FLANGE FRAME EDGE DISTANCE e . AEDGE DISTANCE T I �� EMBEDMENT1SUBSTRATE � $1UBSTRATE -1----A` EMBEDMENT EXTERIOR 1X WOOD \4 \ ' it -'� .1 I11 i / X11 _.� „4� SHIM ! ■1 SHIM \\\`SL\\\\\�■I ', IIIIIIGIIPEXTEOR MBN —INN�mrl 'I�i�� 1'ii 1 i■i �\� lini 1 'IMII'-I EXTERIOR FLANGE FRAME,' JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION • (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) . r—`SUBSTRATE EXTERIOR Ill( , * * miN MEI 16 14 Al linilloilEXTERIOR111L uE"`�T�,''�i!I EXTERIOR 7—T- ,�. �\� Ironmill IRE SHIM 1X WOOD Al • - ---nI t!'--M I. , nr://, SHIM °,2-_\"4...i.— ... .. ..- .. .--".4111 SHIM %///II%J/////�� FLANGE FRAME, 1X WOOD \\�t3��`� , , JAMB INSTALLATION • • �^ \`\ . 1 (USING 1X BUCKSTRIP) Y'.; /SUBSTRATE ' FLANGE FRAME, - /o(s :.; SILL INSTALLATION %r ''. r SUBSTRATE (DIRECTLY • TO SUBSTRATE) ":;RiOj• i FLANGE FRAME, "?'.'` SILL INSTALLATION a...o' DOD: wwc rtEro.■mtIZIO.ataamml.® (USING 1X BUCKSTRIP) J.ROSOWSKI 07/10/11 VINYL 161ar11nt aruN II0111rnOlrer umeOvsAmCOMMEND mioBmuIre..'....11, maMPnwr�rumaswm�r r Mr/a1.rNI W WE aWISED 11w7rM reuswar.ar.mela INSTALLATION NOTES: O OrvOb. 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS.FL 34275 7a. 3)MAX.SHIM FL CERT.OF AWN.:29298 PICTURE WINDOW 4)GLASS SHOWWNN IS S FOORRESS TO BE ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. °i°i1o°" °'. *rye o+.v re w..- 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS.USE FLANGE INSTRUCTIONS. P.E.058705 PW-420 NTS 2 of 3 2071011JR • INSTALLATION WITH FIN FRAME -..-! EMBEDMENT I .-- • • EDGE PW SII DISTANCE T Or Ad-PTAPi EDGE 1 71/1////`�//m • I SHIM '- '1 DISTANCE CIN')' -:---VII r EXTERIOR I-]_ L 1 i EXTERIORi /n/ IIIIIII F FIN FRAME, O1 HEAD INSTALLATION ._ C✓ / / - / 4/ i / SHIM // FIN FRAME, / /� - JAMB INSTALLATION SUBSTRATE -Tani�i� EXTERIOR • SHIM x„,„,,....., \\\\��\al a\N, MEirtillI -Ais FIN FRAME, SILL INSTALLATION Own Sc0M' lift. lEIlaY n MOM!017401TAMO re n J.ROSOWSKI 07/10/11 VINYL NEM"nE° 4Mrwo Erwn MOOT CONOWID MAXIM ........, 1lrwta 16, OM M1,Ylaa' AlOPROPRITANY.AV PORTOMOF 11•1 D30.11.01IMOW Y MYIplllllgllOE[0161®MABI INSTALLATION NOTES: . /5R/®16M/pRlq[{® o 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE MS SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.KMIS ,F FL 3 229296 PICTURE WINDOW 3)MAX.SHIM THICKNESS TO BE 1/4'. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. s".4"°` dr, °Ai 0'w`i ft Irc 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E,458705 PW-420 NTS 3 of 3 2071011JR DocumentDoc No: FRM 51-02 Structural Performance Rev No. 7 Pad? 1 °f 1 KEYSTONE �•�-��-�• �� Certification Authorization Report Required By: PRO 51-03 CAR & Product ID Number: 190 - 423.0 Issue Date: 9/4/2007 Revision Date: 5/27/2015 Expiration Date: 8/1/2017 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: F-420 Flange Frame Vinyl Fixed 1070 Technology Dr. PO Box 1529 Operator Type: FW Nokomis FL 34274 Config: NO Max Width: 96 Max Height: 60 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 FW-C80 2441x1526 (96x60) Qualifying Test Information: Test Report No: FTL-5346 Test Report Expiration: 8/1/2017 Authorized Signature: Digitally signed by Eric Rock Keystone Certifications, Inc. DN:cn=Eric Rock,o=Keystone 564 Old York Road, Suite 5 Certifications,Inc.,ou, Etters, Pennsylvania 17319 email=erock@keystonecerts.com, Phone: 717-932-8500 c=US Date:2015.05.27 13:07:38-04'00' Fax: 717-932-8501 •WWW.KEYSTONECERTS.COM reT11070 Technology Dr. REVISION N.Venice, BP# (�ESo /7-oc a, Tel.941-480-1600 ® pgtindustries.com DATE / / q /ao/P SIGNED Product Evaluation Report Date: November 15,2017 Product Description: Sliding Glass Door,Series 5470 OFFICE COPY Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 (941)486-0100 Cert of Auth. #29296 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule,61G20-3.This product complies with the requirements of the 6th Edition of the Florida Building Code, 2017. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing# : FPA-SGD5470.02 Test Report(s): FTL-6367 FTL-6368 FTL-6369 FTL-6370 FTL-6371 FTL-8545 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2.This product is not Impact Resistant and requires shutters in windborne debris regions. 3.This product is not for use in the High Velocity Hurricane Zone(HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT Industries, and therefore has a financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval \\ .001111101// N� LYNN` 0111l1r�1//,�� process of this product. 't�O•" ,c.ENS'''• k No. 58705 *! II 5 0 .•. ST [(� cLORM P`.•'•G\�� /' SONA— /Jfllllk\t A. Lynn Miller, P.E. P.E. #58705 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: INCLUDING POCKETS & 900/135° CORNERS Group Anchor Substrate FreMin.Edge Min. Dista nee Frame Emwemettt •MIN.OF3THREADS P.T.Southern Pine HeadiSillJemb 9/16' 1-3'8• BEYOND THE METAL GENERAL NOTES: M72,steal SMS (SG-0.55) P-hook 9'16' 1318" SUBSTRATE. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (05)or 410 S.S. Ahaninum,6063T5• Head/Sill/Jamb 3/8' 1/8' FOR STEEL STUDS, 2)DESIGN PRESSURES: SMS (0.125'min.thickness) P-hook 3/8" 1/8"A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El 300. (min 11 Steel,A36' Head/Sill/Jamb 3/8" 0.080 MIN.FU=45 KSI& B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threads/in) (0.060'min.thickness) P-hook 3/8' 0.060" MIN.FY=33 KSI. 1 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Steel Stud,A853 Gr.33 Head hook lb are 0.071•(14 Os.) INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (0.077•min.thickness) P-hook 3/8' 0.071'(14 Ga.) 'UNGROUTED CMU"VALUES 1/4"Elco P.T.Southern Pine Jamb 1' 1-38' MAY BE USED FOR GROUTED SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC). Ultracon (SG=0.65) P-hook 1' 1-3/8' CMU APPLICATIONS. 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Elea 410 P.T.Southern Pine Head/Sill/Jamb 1' 1-3/8' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S-S.CretsFlez (SG-0.55) P-hook 1• 1-3/8• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION,LTD. #12,steel wood P.T.Southern Pine Heed/Sill/Jamb 9/16' 1-3/8" WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED a screw(05) ISG-0.55) P-hook 9/16' 1-3/8' ' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P-hook 1' 1-3/8• , REFERENCES(TEST REPORTS):FTL-6367,6368,6369,6370,6371&8545;EXOVA-10-002-792(A)&10-006-10231; 114'Etna (min.2.85 hail Head/SINJanb 1-3/16• 13/8• CAMBRIDGE 535753-09; Uk aeon Unpreuled CMU, Jamb 1' 1-114• 7)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. (ASTM a90) P-hook / 1-114• 8)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. 1l4'Elco 410 unSTed CMU, Jamb 1-3/4' 1.1/4' (AASTM a90) P-hook 1-3/4' 1-114' 9)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. S.S.CnteFlez Concrete Hea/SilJamb 1-3/16' 13/4• cIMPACT RATING (mitt 3.35 kW) P-hook 1' 1-3/4 NOT RATED FOR MISSILE ANCHOR NOTES: Concrete Heed/Sill/Jamb 1-1/7 1-3/8' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE (min.2.22 hal) P-hook 1-1/7 1-318' IMPACT RESISTANCE AND SUBSTRATE REQUIREMENTS. 1/4"Elco 18-8 Ur6routed CMU, Jamb 2' 1-1/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. S.S Aggro-Gator (ASTM C-90) P-hook 7 1-114' DESIGN PRESSURE RATING 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL P.T.Southern Pine Head/Sill/Jamb 1 1.38' SEE TABLES t,2&61,B2 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR (SG'0'65) P-hook 1' 1-3/ ON SHEETS 7&8 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Concrete h Head3 WJemb 2-1/7 1.3 tN BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE 1/4"Elco (min. ed bi) Jambk 2-1/z 1-3/4" lJhracon lkAS1M CMU, 2-1/7 1-1/4' REVIEWED BY THE BUILDING OFFICIAL. o (ASTM ago) P-hook 2-1/7 1-1/4" 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Concrete F1eadlsill/Jemb 2.1/2' 1-3/4- I NON-METALLIC GROUT,MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE 1/4'Deo 410 (min.3.35 ksi) P-hook 2.1/2" 1-3/8• LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF S.S.CrotoFlez Unprouted CMU, Jamb 2-1/2' 1.1/4' SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS (ASTM C-90) P-/rook 2-1/7 1-1/4' APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES 1 EXAMPLE CONFIGS 2 INSTRUCTIONS' INSTALL DETAILS • 3-6 __ _- 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE Nominal Panel Size Deign Pressure Certification DP/ANCHOR TABLES 7-8 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE EXAMPLE 9 Width Flet ht pit NumbersNumbe REINFORCEMENT LEVEL DESIRED. 9 )P� () GLAZING DETAILS 10 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL 60' 96" 60 60 190-771 ANCHOR LOCATIONS 11-16 WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 48" 120' 60 65 190-774 PANEL TYPES 17 3)CHOOSE WHICH ANCHOR GROUP(A-O)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS 48. 96. B0 80 190 770 EXTRUSIONS 18 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ACCESSORIES 19 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 48" 96" 80 80 190-772 SCREEN DETAILS 20 011(1 i l I/l/// PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. PARTS LIST 21 os).. LYNN '' 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. FIN ADDON INSTALL 22-25 ,�•'11GEN M�len ...-1 VINYL SLIDING GLASS DOOR FPA No.58705 l� 3/24!16 _i!...in— d GENERAL NOTES is J ROSOWSKI _�o•.. to GF. :0o ; e < t - ;o,�'., STA �\ 1070 TECHNOLOGY DRIVE �M. '.,,,,,,,ss,c •FtORl0P•.•G��` N.VENICE,FL 34275 i (il '�/,ONAL IE\S' (941)-480-1600 --- I J SGD-5470II NTS 1 1 OF 25 1 g FPA-SGD5470.2 1>4 A.LYNN MILLER,P.E. -- CERT.OF AUTH.#29296 P E.8 59705 • ff. MAX.UNIT WIDTH MAX.UNIT WIDTH -- — --.1 - MAX.UNIT WIDTH MAX.UNIT WIDTH NOM PANEL WIDTH __ NOM PANEL WIDTH A- � NOM.PANEL WIDTH ' d a .. NOM.PANEL WIDTH (771 PER TABLES 1&2 v PER TABLES 1&2 I PER TABLES 1&2 I PER TABLES 1&2 • mi; Iu1 MAX..UNIT ��nI MAX..UNIT � I MAX.UNIT W HEIGHT PER TABLES 1&2 I LES 1&2 IF, PER TABLES 1&2 % o PER I W TABLES 1 8 2 1 Raw+ Ig PER TAB Roc zr �� va RE I ,.... i 1 1-PANEL ii 2-PANEL 'ter J 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS (I CONFIGURATIONS CONFIGURATIONS v MAX.UNIT WIDTH :R_____ MAX.UNIT WIDTH -- MAX.UNIT WIDTH NOM.PANEL WIDTH l -� I( I NOM.PANEL WIDTH (V) NOM PANEL WIDTH PER TABLES 1&2 j v PER TABLES 1&2 PER TABLES 1&2 i _ In1111 I I� 1111 or------1:5's ' 5EE . Itqfex [TT] MAX.UNIT MAX.UNIT T MAX.UNIT tg Im HEIGHT / NDre PER TABLES 1&2 �: HEIGHT PER � :.,NS HEIGHT Imr W L:—1 PER TABLES 1 8 2 I TABLES 1&2 o f sREE. 16i? It 1POCKET IPOCKET I _1 i--- 12 lai 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS Aft CORNER,TYP. -- —{��11 - 0 OUTSIDE CORNER SROWX INSIDE CORNER Si MILAR • I---- MAX.UNIT WIDTH --.,_, - -- "— MAX.UNIT WIDTH --------- - NOM.PANEL WIDTH I u I NOM.PANEL WIDTHAm ___ PER TABLES 1&2 --..-1v PER TABLES 1&2 _ nIn �� If11 IIEI $ L?JJJ IE. HEIGHT + C�7 C3__7 C�7j I� PER TABLES 1 8 2 1.; PER TABLES 1&2 t 1 1 / J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS v CONFIGURATIONS NOTES: "X"=OPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" `��.0%%Y LNNi i,, i, LOCATIONS.EXAMPLE:4-PANEL)00)000( XX XIN POCKET(p)CONFIGURATION CAN BE pXXp,WOO(OR)000(p.OXXX IN "p"-POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" s` ��ON,•••••-H .� POCKET CONFIGURATION CAN BE 0)00(p. PANEL HEIGHT=DOOR HEIGHT-2-1/2" MaF '. 2)90"&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ./,..-`�� VINYL SLIDING GLASS DOOR FPA i 3/24/16 *: NG.587 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONSS J ROSOWSKI "' OL REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �® 1. ! - s1u►TECIF �` DETAIL LETTER A is ---- ', �•••!c[ORug,,••�•t1` 4)FOR NOM-PANEL WIDTH,SEE TABLES 1&2. a 1070 TECHNOLOGY DRIVE 7 ,.S/ ......... A.es`'. Icy N.VENICE,FL 34275 i it �iTTTTTTTTTo0 1--SHEETNUMBER (941)-480-1600 _ __ 0 II —� A.LYMIMQLERP.E — -_--_--- CERT.OF AUTH.#29296 SGD-547NTS I I 2 OF 25 $IFPASGD5470.21 g PEA 5E705 DETAIL Al DETAIL B1 METAL TYP.,ANCHOR—1 THRU 1X WOOD ASTRAGAL DETAIL Cl DETAIL Dl LENGTH TO BE A MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER ANCHOR REQUIREMENT — -- FRAME WIDTH --- ----- METAL SUBSTRATE 1/4"MAX. REQUIRED IF DOOR 0 TYP.ANCHOR TYPE, • HEIGHT IS OVER 96 ® Nii) �'-7 1 EMBEDMENT AND 1ir_ ----®MAX 213'0.C. c_.- IP • EDGE DISTANCE PER . l l I EDGE SUBSTRATE,SEE 7t z„......-,-.-,..., _ _ DISTANCE TABLE A,SHEET 1 8 4 eo ��,,�� i 4 NOTE 3,BELOW I' 'I-■MI / DAYLIGHT0 gp ! NE�� ,,�,, O '� OPENING• — __! \J"��, 'i---''a- I��J-". I I �(� �•.� _ WIDTH 0 r r. 1��d EMBEDMENT ► 1_-—' Fa_ _13 p /J0 0 j i EDGE ii,. idli. ma BII;7...•,---. _ ��' _ ;�LI— ,'• DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD ix 9UCKSTRIP SUBSTRATE,SEE TABLE A,SHEET INTO MASONRY INTO METAL MULLION,ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. NOTE 3,SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE ! SUBSTRATE,SEE TABLE A,SHEET \\l� REQUIREMENT I 1 EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 ' R EMBED DISTANCE j DISTANCE ++ • _I - EDGE DISTANCE I MENT La =sem_ EMBEDMENT EMBEDMENT r , EMBEDMENT rte•-_.� ". _ i ;..-- I 1/4"MAX.— -, 1/4'MAX. L 0 �\ �' j BUCKSTRIP,SEE (�] 1/4`MAX. ( • •1 _J�.,,......._ , O 1/4"MAX. I.� 8,iiiiiiWirra�.Waiii; —f 1/4`MAX. /0 // 0 ANCHOR NOTE 3, I, r e TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND / / 63 0 SHEET 1 --EDGE DISTANCE PER SUBSTRATE,SEE —EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET ri / 81 0 NOTES ' FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. :::��/ 1' LOCKSTILES, _ Z. ASTRAGALS, I // 2)REFER TO ANCHOR NOTES,SHEET 1. --� FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, ..! AND #8 X 3/4"" SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" HORIZONTAL _ SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR RAILS PLATE AT CENTERLINE AND 9`FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" i EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION DAYLIGHT zS 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT S HE GHT r NOTE e, HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR THIS SHEET VARIES WITH EXACT DIMENSIONS. 1 F REQUIRED v EXTERIOR POSITIVE \Ox DESIGN / PRESSURE, .390 1 I-- EXTERIOR ,I,L.// 0•-Q 1 JI SEE SHEETS .390--, r--- 1 -� I © �� I 7 8 8. 390 2.947 1 i 114"MAX. Co a #42 SHOWN .390 1.793 2.370 4.041 GROUT AS 1k O O#43-45 ALSO APPLY y,823 3.464 NEEDED,SEE - II 1.917 2�7 ANCHOR NOTE ® I 0 NI } 5,SHEET 1 •s- Q.s.� - ® 0 it l s J 2-1/2"=TOTAL .060-y{ 060 060 .060 Q _ . 1/4"MAX• Oo m 8 I SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER \\\�`� I' di �� . i d� ;_ RI I + 42' 1(2-1/2"TOTAL a3(3-112"TOTAL O(4-1/16"TOTAL `�(4-518"TOTAL �`� pNY LYNN �',� L SILL HEIGHT) SILL HEI •GHT)- -' S HT I L H I HT) SILL HEIGHT) SILL HEIGHT) 4. L�GEN4.M/4o% EMBED- •• t ' EMBEDMENT _, -EDGE No 58705 .� MENT DISTANCE I J i^ .'�`, VINYL SLIDING GLASS DOOR FPA 3/24/16 - * *= V EDGE TYP.ANCHOR TYPE, T TYP.ANCHOR TYPE, INSTALLATION,VERTICAL XSECT. 4. J ROSOWSKI ''A /O �( �_jDISTANCE -EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND �� _ ;O $TA �U;EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE �� T �ti �.Cis''•.�ORIDP..•'•\' �\/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, .1070 TECHNOLOGY DRIVE a �'i kV/0 G.` -PER ANCHOR DETAIL Fl SEE TABLE A, DETAIL F2 SEE TABLE A, N.VENICE,FL 34275 4 7i■ ,i NALX�N\`` REQUIREMENT INTO MASONRY SHEET 1&NOTE 3, INTO SHEET 1&NOTE 3, (941)-480-1600 -- d - THIS SHEET THIS SHEET - 1 SGD-54701 NTS 1 4 OF 25 1$ FPA-SGD5470.2� $ A LYNN MILLER,P.E. - - — _ ___-___ CERT.OF AUTH.#29296P.E.p 58705 • 0 INTERIOR © {� 71 [1. 1 - `J 0 I 0.1„ • © INTERIOR © IAT O.C. INTERIOC>RR O MAX SHEET 1. I = ��`� \.J N 19 CSEE SHEE719 1 I _��Z �0MAX3.5"O.C. rI I�— He INTERIOR DETAIL H2 I EN� 19 SEE SHEET/9 7 I EXTERIOR �, N. "I, \\ IIJI —��ri� C'7 OUTSIDE CORNER -� rN, •��' .7."''S--.. - C-iE ?- p WW1 I � ; \ D❑�� ' '' Q 0.-0 .-Q NO ill I_MTERIOR �/I MON" \ lr , 11111111121F ,_ _- AMAX I9.TO.C. .,4111111 1111111101100 , .' 135' ' ExoR ®� �rJI ` l lr DETAIL G1" g 990. . ', 1 J ��.,,i, _ I DETAIL H1 MAx1eTo.c.O ' �, �❑D 136' _ 90° �� •_� 1), INSIDE CORNER ` ., _INSIDE CORNERQ �r�1 \\ EXTERIOR IN �� \ T INTERIOR �� m�c=. N O _ ------ _ MAX SHEET 1.04 \_ EXTERIOR _7 SEE 8HEET C. `r,1J d� �N135' 4 F \ INTERIOR R ,► —D /INIIIPP'JIIIIIIII Tip? �v` 7717Z NOTES \_��r\\� 1 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �`\. I w 2)SEE SHEETS 14 8 15 FOR ANCHOR LOCATION 8 SPACING,FOR ANCHOR ©' © ` �w.:=1.151.� .. __ Xl[B QUANTITIES,SEE TABLES I&2. totlf n nTii Q ©�� 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `•N`� ANY LYIyN ' �- 7` DEPENDING ON CONFIGURATION. ; '1�..•`�'' 4/�''% DETAIL G2 MAx1ATO.C.� : EXTERX7R _ 136 sEE s� to 04© `_ p VINYL SLIDING GLASS DOOR FPA 1 3124/18 * * 58705 p 1 OUTSIDE CORNER _ I CORNER ASTRAGAL HORI2.XSECT. it J ROSOWSKI ..7...:::73%%... st/A' a III ;` 1070 TECHNOLOGY DRIVE 41 54 -'rs' . . D.8,_.,•c��$ N.VENICE,FL 34275 i -lfi ,i NAL E .` ",-A) ice.•. (941)-480-1600 q �T T n n n t t�t CERT.OF AUTH.#29296 I SGD5470 I NTS .41. 5 OF 25 d 0 FPA-SGD5470.2 A A.LYNN MILLER P.E, P.E4 69706 _ --- - DETAIL 11 ETA OPTIONAL NON- 0- q INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR----' I EDGE CONCRETE/CMU INTERIOR POCKET ..1,1u'N I i _- INTERIM 00 /-0 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE ---7—PER ANCHOR REQUIREMENT Q / . 0•- r AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST • THIS sHEET — SHEET 1&NOTE 3,BELOW r FIGURE,,INTERLOCKS AT POCKETS: INCLUDE ANON-STRUCTURAL, • I�JI 1• • 3.71-7a...._XI � • s FOR DOOR HEIGHTS 96"AND LESS: I FRAME JAMB TO REDUCE THE ii , POSSIBILITY OF WATER N,,,,,,,�' OPT. ou, INFILTRATION. ' 1/4"MAX. 71---1_ -' 17 OPT. EMBEDMENT ANCHOR �s, (I 1 0 POCKET BY OTHERS,SEE • . ' ! NOTE 6 BELOW. • �� - EXTERIOR • .EMBEu .° t!4"MAX. MJ- 117' — FOR DOOR HEIGHTS OVER 96" ExTERgrt mai MENT '. OPT, C> EXTERIOR '= I �. ANCHOR E i� ,o {...�==C—©MAX.O.C. SEE FIG 1, _�� •© .IiC�cr CONCRETE/CMU 31 TYP.ANCHOR TYPE,EMBEDMENT THIS SHEET AND EDGE DISTANCE PER__J EDGE ��---PER ANCHOR I SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT 28 ® p• &NOTE 3,BELOW © ..: a INTERIOR POCKET EXTERIOR POCKET I TYP.ANCHOR TYPE,EMBEDMENT • METAL TYP.,ANCHOR LENGTH • AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1 TO BE A MIN.OF 3 THREADS &NOTE 3,BELO BEYOND THE METAL SUBSTRATEEDGE 2X WOOD BUCKSTRIP OR DISTANCE '— FRAMING,SEE ANCHOR EDGE I NOTE 3,SHEET 1 DISTANCE OPT.ANCHOR DETAIL 13 w„ L — '�-7. I OPT.ANCHOR INTO METAL i EMBEDMENT 5 17 OPT. e.g: —EMBEDMENT J /-‘1,....--1•/"----- ---- DETAIL 14 4 1/4"MAX. J INTO WOOD EE%TER , MAX 11111M9410 _ NKSEE F1, SEE FIG I, ��_' ' TABLE 1: Design Pressure(DP)and Anchor Quantities Required ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84" 96" /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26 68-15/16"DLO Height 72-15/16'DLO Height 84.15/16"DLO Height /// THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A I B I C l D A I B ) C [ 0 /CONSIDERED,SEE TABLE 61,THIS SHEET. 19-1/8" Design Pressure +80/-60 psi +80/-60psf +801-60 par �,/ #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 r-- 24" DLO CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 ....._ MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 8 8 _ ----------------------TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60 psr +60/-60 par +60/-60 par �THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, . 25-1/8" Head/SIll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1' PERPENDICULAR TO THE GLASS. 30" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 1 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +80/-60 par +80/-60 par +80/-60 par 36" DLO 31-1/8" Head/Sill C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 ri a WidthJamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 z 'Design Pressure +60/-60 par +60/-60 par +60/-60 psi' 37-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42' DLO TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Wats almited P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design prswure FIGThNGTH Design Pressure +BO/-60 par '/� +60/60 par +60/60 psi Sill Nom.sit Mac(+)DP 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2\C3+1 C3+1I C3+1 C5+2 C3+1 C3+1 C3+1 48' DLO `4 l Riser Height Allowed Width Jamb 5 5 5 I 5 I 5 5 5 5 5 5 6 5 DOOR ASSEMBLIES P-hook 7 7 7 1 7 7 7 7 7 8 8 8 8 None 1-11!18' See Nota 2 0 INSTALLED WHERE THE 42 2-1/2' +38,7 paf w OVERHANG(OH)LENGTH IS 43 3.1/2" +60.0pssf f = EQUAL TO OR GREATER THAN USED IN EXAMPLE ON SHEET 9 44 4-1/16" +80 0 pO THE OVERHANG HEIGHT IS 45 4S/8' +100.0 paf EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH= DLO HEIGHT=DOOR HEIGHT-11-1/16" ,s" vlY!LYNNr'''/, PANEL HEIGHT=DOOR HEIGHT-2-1/2" l� ,icENs' M�! '� TABLE NOTES: tea. F •....10 ; �= No.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 VINYL SLIDING GLASS DOOR FPA III 3/24/16 *; AND TABLE B1 DETERMINES THE WATER LIMITED(+)pp, A DP&ANCHOR QUANTITY TABLE IS J ROSOWSKI ;3....67197---"041, �6 ; 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL -� -y RISER IS NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 1 MAY BE USED. f ® Off'. 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY DRIVE i,- Si ';FS,•"•ft0RIOr'.. �, 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FL 34275 'i s/ONAI ENG 5)REFER TO ANCHOR NOTES,SHEET 1. (941)-480-1600 'r r u u u i r t t r.` 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACINGSGD-5470 NTS 7 OF 25 A LYNN MILLER,P E CERT.OF AUTH.#29296P EFPA-SGD5470.2 #58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table br. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinbrcement#29 80" 84" 96" 108" 120. /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 68-15/16"DLO Height 72-15/16"DLO Height 84-15/16"DLO Height 96-15/16"DLO Height 108-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinbrcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGH MUST ALSO BE CID A B ] C �_ D A B C j D A j B C D A ] B C D CONSIDERED,SEE TABLE 62,THIS SHEET. Design Pressure +80/-80 psf +80/-80 psf +80/-80psf +60/-65 psI +60/-65 psI #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1..l CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 MIDSPAN OF PANEL). Width TOTAL if OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 1"5U_THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 30* 25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 • Design Pressure +80/-80 psf +80/-80 psf +80/-80 psI +60/-65 psf +60/-65 psf FIG 1: 31-118" Head/Sitl C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 C5+1 C3+1 03+1 C3+1'C5+1 C3+1 C3+1 C3+1 OH LENGTH 36" DLO _ Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 6 6 8 6 8 8 6 6 t P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 = DOOR ASSEMBLIES Design Pressure +801-80psf +80/-80psf +80/-80psf +60/-65psf +60/-65psf O INSTALLED WHERE THE 1 37-118" Head/Sill C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 = OVERHANG(OH)LENGTH IS 0 42" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 8 7 6 EQUAL TO OR GREATER THAN 1 Width - p THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10EXEMPTED FROM WATER • Design Pressure +80/-80 psI +80/-80 psf +80/-80 psf +60/-65 psf +60/-65 psI -- INFILTRATION RESISTANCE. • 43-1/8" Head/SRI C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1r C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO - Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TABLE B2: Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Water-Limited 491f8• Head/Sill 03+2 C3+1 C3+2 C3+1 C3+2 C3+1 C3+2 03+1 C5+2 C3+1 C5+2 C3+1 (+)Design Pressure 54" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 SIII Nom.SIII Max.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Poser Height Allowed Design Pressure +60/-60 psI +60/-60 psf +60/-60 psI Not available in these sizes Nom 1-11/16" See Note 2 55-1/8" 60' DLO Head/Sill C3+2 C3+2 C3+2 C3+1 05+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-1/2" +38.7 pat Width Jamb 5 5 5 5 5 5 5 5 5 5 8 5 43 3-1/2" +60,0 psf P-hook 7 7 7 7 7 7 7 7 8 8 8 8 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 ref DLO WIDTH= OM.PANEL DLO HEIGHT ND OR HEIGHT l-11i 1/116"- /16 `.\`�pNY LYNN',,: PANEL HEIGHT=DOOR HEIGHT-2-1/2" ` �.-'�10EN@F..e '- TABLE NOTES: i '-.13 SLIDING GLASS DOOR FPA $ 3/24/16 * No.58705 . 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 y /i tF- AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. d DP&ANCHOR QUANTITY TABLE S J ROSOWSKI -..-..73• '•r-L L° 6 r 6 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL < ` O�. sta :��` RISER IS NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 2 MAY BE USED. il ":',"16-:‘,..• •.f..‘9.819.P... ' 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY DRIVEi 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FL 34275 a iA ''' /OVAL e"s'` 5)REFER TO ANCHOR NOTES,SHEET 1. (941)480-1600 r r r I r r 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING ISGD-5470) NTS i 8 OF 25 1# FPA-SGD5470.2 i I A.LYNN MILLER,P E. - CERT.OF AUTH.#29296 P E u 58705 EXAMPLE: Q - 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINECENTERLINE _ SEE FIGURE BELOW FOR ADDITONAL 8' CENTERLINE INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS OF INTERLOCK CENTERLINE II OF INTERLOCK ANCHOR INFORMATION. I CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. f OF PANEL 1 `OF PANEL 2 f OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF % _ POCKET BY - • l•toi•��- ..>•vu , „ll ->.li „ ..--, OTHERS.SEE/I NOTE 6, , SHEET6 . ___ Sei o� :A74FM.5�r n >_��. >_ ��/ - Tr -�'-��I`/ .2 "+2'ANCHORAGE. 26318"MAX.6"MAX ANCHORAGE,SHEET12 SHEET 12 "*2ANCHORAGE, MAI(, ' ( // "C3"CLERSHEET 12 "" "C3"CLUSTER, SHEET 12 SHEET 12 END ANCHORAGE EXTERIORSEE POCKET JAMB (MIN.I ANCHOR) O. I SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR � TO AID IN'- NON-STRUCTURAL ANCHORS MAY SHEET Q PXXX(3-TRACK) 'N, BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR L CENTERLINE _ CEP!IERUNE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK Of INIERLOCK ANCHOR INFORMATION. ---,/----- _.., 6' CENTERLINE CENTERLINE CENTERLINE __- _ -_ MAX -�- OF PANEL 1 OF PANEL 2 OF PANEL 3 POCKET BY j� � v _ w.�,i .. EXTERIOR INTERIOR OTHERS,SEE/' ° ° e 0� _�-_- =-� _�_� �f� (� NOTE 6. �; o 7Q ° -" INU� SHEET 6 ` --- �� mom- pis __ _ ��• �� _�� "t -1 -� _` ANCHORAGE. '+2"ANCHORAGE, 25-3/8"MAX. _� 6" SHEET II SHEET II "+2"ANCHORAGE, MAX. 1� "C3" CLUSTER. "C3"CLUSTER, SHEET II EXTERIOR FRAME,IAMB SHEET 11 END ANCHORAGE 12•MAI(, 21.6' SHEET 11 MAX SEE POCKET JAMB (MIN.I ANCHOR) REQUIRED SILL ANCHORAGE DETAILS O.G. INTERIOR POCKETS ISIJHSEEATLB TION ON 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) f FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: 'N•,.• DESIGN PRESSURE IS+60/SO WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT cLusTER PRESSURE REQUIREMENTS. TO BE 263/B"O.C.OR LESS FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 ��——_ �'I►o iI Ili ___ ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 -- 1 SHOWS ANCHOR REQUIREMENTS OF: PJ1ook 7 sii� � 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: ' 6'MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.ANCHOR �� THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN -1HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ''111111 1I/II2 ANCHORAGE ANCHORAGE THE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE K/ASTRAGAL. PER THE FIGURE ABOVE: `�`� •1�` CENT. i DETAILS DETAILS MIDSPAN OF EACH PANEL. `•(�` s JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. ,rte VINYL SLIDING GLASS DOOR FPA * MX 58 • FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL I 3/24/16 *_ A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. • STRAIGHT DOOR EXAMPLE i' J ROSOWSKI O - LOCATIONS OF CROSS-SECTION DRAWINGS. e� Cr;[b � B)SHEET 10 FOR SPECIFIC GLAZING TYPES. �" < < STAT OP .1.41/..--:. 3)INSTALLATION DETAILS INTO WOOD CAN s'•.,AY C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DRIVE �� 'iss I I,I I j,. G\� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 N.VENICE,FL 34275 i ii '/I;ONALIeroxs E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941)-480-1600 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 8 j SGD-5470 i NTS 1 9 OF 25 1 i FPASGD5470.2 A g A.LYNN MLLER.P E 61J CERT.OF AUTH.#29296 P 58705 SILICONE ` HOT-MELT BUTYL �� STRUCTURAL kt STRUCTURAL SILICONE POLYISOBUTYLEN ' 1/4"NOM. FOAM 'pp� 3/16"NOM. WITH DESICCANT / WITH 1.1/16-NOM.DESICCANT 3/16'T GLASS - /7s 7e` EXT.GLASS i EXT.GLASSAO /7- /� /� 11/16"AIR SPACE T7 78 3116'T GLASS-- PAINTED/ INT.GLASS INT.GLASS e2 OR Ili LAMINATED SURFACE KODISPACE SUPER RIRA i 1s :.4. ‘-?..±1.__....:SSPACER®NXT T" PGRLAZED"IF 1f82 83 IS ODUCT IS OR- I \ ' 7/6"NOM. TOWARDS THE EXTERIOR. \ GLASS " \ '. � BITE a INTERIOR r„, PRODUCT IS"INTERIOR- ,IGLAZED'IF#82-83 IS ��TOWARDS THE INTERIOR._ALUMINUM L QREINFORCEMENT POLYISO- DESICCANT FLL AREA -BUTYLENE5/ F 5/16"NOM. SEALN14' �� SILICONElSEAL GLASS DETAIL DESICCANT `' ROLL-FORMED I I� FCWM STAINLESS STEEL NOTES: EXT.GLASS , 1p 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. ,� EXT.GLASS ,,I` 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. 1 "T"=TEMPERED INT.GLASS INT.GLASS O DURASEAL® EDGE' EDGE SPACER SPACER ..1`1 YL IYN,,, .% 'i I I Lf VINYL SLIDING GLASS DOOR FPA i 3/24/16 * — No.68706 I GLAZING DETAILS it J ROSOWSKI ` 1070 TECHNOLOGY DRIVE S ... i N.VENICE,FL 34275 A �i I'�is��NAL ING`�� (941)-460.1800__ ' l I I' I A.LYNN MILLER.P.C. CERT.OF AUTH.#29296 68705 — I,SGD-5470 1 NTS 4i 10 OF 25 1$I FPA-SGD5470.2g$ PEN ILLER • • SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL. .. CENTERLINE CENTERLINE q. CENTERLINE CENTERLINE—_ CENTERLINE 1 . 4' 4,. IF0.------- tl . ji f ..... . la ............ .-7_7=7,7-J-........_.--------- . EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER-C3" 0. 2-TRACK CLUSTER"Cr 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE .'0'. 2-TRACK INTERMEDIATE . ANCHOR LOCATIONS ANCHOR ANCHOR LOCATIONS "+1'ANCHOR LOCATION "+2•ANCHOROR LOCATIONS .3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE4" CENTERLINE 4 CENTERLINE CENTERLINE 4" CENTERLINE q" —� ---- _ L>• �� —'� — — EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22' EXTERIOR — 322' 3-TRACK CLUSTER•C3' 3-TRACK CLUSTER"C5• .0 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE � 3INTERMEDIATE LOCATIONS ANCHOR LOCATIONS •.t•ANCHOR LOCATION •+2ANCHOR LOCATIONS •+r ANCHOR LOCATIONS fI ASTRAGAL OR ASTRAGAL OR I NIERLOCK--�- INTERLOCK PANEL___ PANEL. PANEL_y CENTERLINE q•' CENTERLINE •. CENTERLINE CENTERLINE CENTERLINE 4' 111111 —Mr!-'—:IIEFTWII IIIIIIIIIMMOINCIMIIIIIII IIINNEMMIIWATial 1{ M111.1.1I IIIIMINIME11111=11111=1 �� IIKIIIMIIIIII EXTERIOR -- -3.22 EXTERIOR 3.2? EXTERIOR__ _ �� 2I''Iy __ EXTERIOR EX I LIDO_H 322• v 4-TRACK CLUSTER 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE `� 4-TRACK INTERMEDIA I E `' 4-TRACE INTE RMEDin IE •C3"ANCHOR LOCATIONS 'C5•ANCHOR LOCATIONS '.1"ANCHOR LOCATION '+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ff! NOTES: FIGURES PERTH TO THE FOLLOWING SILL NOTES: 1 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. • INTERMEDIATE ANCHOR LOCATIONS' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. — 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" - 2)TRACK-TO-TRACK DISTANCE IS 2.375' 2.375" FOR ALL SILLS: / FOR ALL SILLS: 0 11101 HeadtSiI �"'L"J •```,L`ILLY'/ if Jamb 5 •'`,SNON..,. NN,�'., FIGILRES PERTAIN TO THE FOLLOWING SILL P-II001( 7 :i". •'•.- CLUSTER ANCHOR LOCATIONS: I'J _ OVINYL SLIING GLASS DRFPAANCHOROCATIONS A•• iF ORIo• • ?�� 01100 Head/SE t 1070 TECHNOLOGY DRIVE �� 'isS/ ••""' ��`� Jamb N.VENICE,FL 34275 �� 1-1/IiALI"L `` P-hook 7 (941)-480-1600 _ CERT.OF AUTH #29296 I SGD-5470 f NTS 1 11 OF 25 1/ FPA-SGD5470.2 H A LYNN MILLER,P.E P.E.M 58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK4" PANEL • CENTERLINE PANEL CENTERLINE 4 CENTERLINE CENTERLINE 4 4" CENTERLINE 4iWii F MIIIIIIIIIIIIIIIIIIIIIM 11111111111111111111IIIIIN MMEMMEMinlIMINIIIMI MMIIIIIIIIIIMMIIIIIIIII 1111111111MEmmuMiiiIIIW—Mad EXTERIOR 322" EXTERIOR r{MN 3.22" EXTERIOR EXTERIOR BILA 3.22" EXTERIOR 3.22" 'C3 CL 2-TRACK CLUSTER2-TRACK USTER ."CS" 4.81* 2-TRACK INTERMEDIATE O. 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS vi"ANCHOR LOCATION '.2'ANCHOR LOCATIONS '.3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— ''I \`7 INTERLOCK—I.- '-, PANEL PANEL PANEL CENTERLINE I CENTERLINE l CENTERLINE CENTERLINE CENTERLINE _....---j 41_. 4.75" 4" - __ -- -- ._..... ._.„.„,_ ...... IIIIIIIIIIIIIIIIIIIrAIIIIIAIMIII .._____________. [ . T tt .�. IMINIIIMINIIIII mmommrAirrrimil � � EXTERIORJ [ milimmimmoimmemo 11111111 JT�� —i 3.22" EXTERIOR ---..--i -3.22" 'EXTERIOR EXTERIOR EXTERIOR2E -y' 3.22" V ' 3-TRACK CLUSTER"C5" �/ DIATE 3-TRACK 1ANCHOR LOCATION "32"ANCHOR LOCATIONS \/ 33"ANCHOR LOCATIONS 3-TRACK CLUSTER"C3" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OH ASTRAGAL OR INTERLO(:K--- INTERLOCK--� PANEL PANEL PANEL CENTERLINE 4,` CENTERLINE / 4 CENTERLINE CENTERLINE CENTERLINE 4" IMMIIIIWAIIIIII _ __ _ -- ciiiiii �-- 211111111M1 411111 �. 4111111 _... - -_- -- --- EXTERIOR 3.22" EXTERIOR -3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" 4-TRACK CLUSTER v 4-TRACK CLUSTER / 4� INTERMEDIATE RLTION 0 4-TRACKNCR �Y ,ar 4-T ANCICK INNTERMEDIATE IONS+3' "C3ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWINGFEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATORS 10IN 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED- I C An 2)TRACK-TO-TRACK =------ II DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" I 2.375" FOR ALL HEADS -- `TIIIInU1TTT' Head/Sill C ) \\` "(LYNN ,', HOOURES PERTAIN TO THE FOLLOWING HEAD �� ICEN (j �� 0 ' Jamb 5 : �.- .*, i CLUSTER ANCHOR LOCATIONS: P-hook 7 _ Z.: P, if I1I „ IJ- Al VINYL SLIDING GLASS DOOR FPA a 3/24/16 5870658706�� ANCHOR LOCATIONS B t J ROSOWSKI "73 , s6 ` HeadJSIII c&1 1 70 TECHNOLOGY ECVENICE.FL OGY DRIVE .d ,�,,,,/pNAL T��.\`' JamS41 -....— P-110ok 7 (941)-480-1600 CERT.OF AUTH.#29296 J SGD-5470 1 NTS 1 12 OF 25 I/1 FPA-SGD5470.2I/$ A.LYNN MLLE P - --- - P.ES 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTANTOTHE wuowANGJAMB ANCHORLOCATIONS, -I l:L.- 2.375" - r+-- 4.75" 7.125" JI; LI lAollstili I 1 II i______. 11100 21.8` 21.6" 21.6" Headlbil C3t1 MAX. MAX. MAX. i EXTERIOR EXTERIOR P-hook 7 O.C. — ----- O.C. O.C. — -- _ OPT.ANCHOR \ j • TO AID IN T ALIGNMENT11 1 . 6" 6" 8' NOTES: MAX. MAX. 11111111 MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. 3 ANDCK JAMBS, F-2--"TRACK IRACK FRAME 3-TRACK FRAME I 4-TRACK FRAME BEERLOCA ED NRADJACENT TRACKS ANCHORS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE — — CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES PER END @ 1"X500" �, (4)WEEP NOTCHES (5)WEEP NOTCHES .i14114,‘ gill PER END@1"X.500" II III PER END @1"X.500" SILL �� SILL EXTERIOR SILL \ 'S �? EXTERIOR 6"MAX (3)TRACK WEEP HOLES ."` 1,46,... EXTERIOR EXTERIOR • I EVERY 24" 1.125"X 190" 8 TRACK WEEP HOLES OPT.ANCHOR iii. @ ( ) \ 4� 10 TRACK WEEP HOLES (1)WEEP NOTCH EVERY EVERY 24"r_,1.125"X.190"; — ♦ ( ) O ES �� TO AID IN 24"©1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190'; - EVERY ALIGNMENT 24"@1.375"X.500" (1)WEEP 24"@OTCH 7375"X.500" NOTES: 1)SEE TABLES 1 8 2 FOR EXACT QUANTITY `,I I I I I I I OF ANCHORS REQUIRED IN THE P-HOOK. SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) ``,, , FIGURES PERTAN TO THE FOLLOWNO POCKET.AAS \`�c,O"I EN..... �,� (PagOK1 ANCHOR LOCATIONS, Q�.'• f •'.• %��I *:' NO.56705 - ri L1 VINYL SLIDIG GLASS DOOR FPA lioo 111 ^ ANCHOR LOCATIONS C E J ROSOWSKI Is 1-() �6 OT•. STA ..�/� - %�s.' (ORIOF.••••\�,� id/SI5.18/11G C3+1s N 107VENICE F0 OL34275LOGY DRIVE 0. — #� ��ii,,'"'NALIv-o,sx P�ook L) (941)-480-1600 _ �- __ CERT.OF AUTH.#29296 ISGD-5470 NTS i 13 OF 25 b FPASGD547o.2 A LYNN ULIGU.P.E. P.E.E 58705 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PeRAINTO TIE FOU.C5M16 4°•COINER 9LL -.- • ANO CHR 10CATId6: ' 4' I�/� 4' � I �ia"it Ai.I__�_� I _'_ 1 ,.......- i r II!1001'' v� 3.22" EXTERIOR MEM 3.22' Mead/Sill Gt 2-TRACK 90°CORNER - T 2-TRACK 90•CORNER EXTERIOR Jamb 5 •C4"ANCHOR LOCATIONS `y "CS"ANCHOR LOCATIONS P�K�( 7 i (USE WHERE-C3'IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) 2-TRACK 90°CORNER EXTERIOR 2-TRACK 90°CORNER EXTERIOR "C4"ANCHOR LOCATIONS "C5-ANCHOR LOCATIONS _FL (USE WHERE"Cr IS SPECIFIED (USE WHERE"CS IS SPECIFIED) • 1 tt H M 1 nrrffl 'T" 4" 1 I 4„ l, 4 IIi_ II� �II a 4 1 . 41 1 - 3- --- EXTERIOR 3.22v 551=51 " EXTERIOR n'' ''' 3.22' 3.22" --- - 3-TRACK 90'CORNER n 3-TRACK 90•CORNER n +{ "C4"ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR (USE WHERE"Cr 15 SPECIFIED) (USE WHERE'CS IS SPECIFIED) 'CW ANCHOR LOCATIONS �L, -CS'ANCHOR LOCATIONS ,TI, (USESEHERE7"CY IS7SPECIFIED) �/ (USE WHERE"Cr IS SPECIFIED) �/ R 'R -1 ririMil a^ 4., I '1 4 `�. ONY LYNIyM %,� • —_ J 4„ . �_�. II - �� • . :a„,ri__... .��_ • .1.1.1.11 4" _1 111----. No 58705 *' .. _ . 1141,.............. ................ j .14111111.. 1111.1.11111.1111 1 iL - -� • -" mi. 4-TRACK 90'CORNER 4-TRACK 90•. 3. 4-TRACK 90°CORNER E -_--_ NOAD►`.•'• \ . 3.22" ••••••-• EXTERIOR EXTERIOR EXTERIOR 4' 3.22" EXTERIOR �'/S/ONAL ?\� "C4"ANCHOR LOCATIONS .0 •CO°ANCHOR LOCATIONS ,5 �1 4-TRACK 90"CORNER ^ ///-111111\\ (USE WHERE"Cr IS SPECIFIED) (USE WHERE"Cr IS SPECIFIED) �\// "CO"ANCHOR LOCATIONS ,`� 'CB`ANCHOR LOCATIONS •l�/4 (USE WHERE'Cr IS SPECIFIED) (USF WHERE"CS"IS SPECIFIED) A.LYNN MILLER,P.E NOTES: PE.*55705 FgEIRE9PERTAN TO THE FOLLOWM099•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFaoA+clloaLouTaa. �� Lt VINYL SLIDING GLASS DOOR FPA 3124!18 90• 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ► SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Il ANCHOR LOCATIONS D 1Z J ROSOWSKIHead/SRI 41 1 1100 "k 5 3) TRACK-TO-TRACK 1 i Ai P-hoDISTANCE IS 2.375" °2.375•' 2.375" 1070 TECHNOLOGY DRIVE « a FOR ALL HEADS AND SILLS: I� —j N.VENICE,FL 34275 ! is (941)-480-1800 I�I — — CERT.OF AUTH.#29296 I SGD-5470 I NTS 111 14 OF 25 II FPA-3GD5470.21I HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWMG 176•CORNER ALL ANCHOR LOCATIONS: ,35� I N, __ , 1440, , ... 4" i" IIF 4" i/ 4" 4., AIIII ,,. inim.. E...— . r . t i�� S_ 1i!�_ Heed/Sill (1., RIOR 3.22' EXTERIOR �� Jemb 5 • any 0. 4. �� E—TTXTERIOR 4" EXTERIOR,RIP4'. k 7 2-TRACK t 35"CORNER `� TRACK 135'CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER O' _ 'C4'ANCHOR LOCATIONS 'Ce'ANCHOR LOCATIONS (USE WHERE'Cr IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'CP ANGOR LOCATIONS 'C8'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIRED) (USE WHERE'CT IS SPECIFIED) E ........,,,./ 4" '• 4" / 4" , 4. ,_,„.. ...di ,.... __ —/ --,/ EL% OR "EXTERIORXTEAUM \/ 3.22" — -3.22" 3-TRACK 135"CORDER 3-TRACK 135•CORNER 3-TRACK 135•CORNER 3-TRACK 13W CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS -C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE"Cr IS SPECIFIED) (USE WHERE'CrIS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) 4" \ \ _..--\ -- ,. . 4" IIT_, =�, '� —_,711$1/4 —�, \� ��•'• GEN M�� ;� • � • ''' 4" �.'�./� 4• TF. No.58705 '. _ NIMMINEM 1111111111111111111 ' EXTERIOR EXTERIOR _..-- EXTERIOR �� S i C �f -. -- EXTERIOR �T . STA E ;'��/` 3.22" F's•'.Ssi'10FtiDP �[. I 4-TRACK 1 •CORNER 4-TRACK,35•CORNER 743— (USE WHERE ANCHOR LI ATITIO ED) "Ce"ANCHOR LOCATIONS( „R, SPECIFIED) 9-TRACK 135'CORNER 4-TRACK 135'CORNER �''.1•ONAL E-,`�� IS 'C4'ANCHOR LOCATIONS 'Or ANCHOR LOCATIONS i (USE WHERE•C3'IS SPECIFIED) (USE WHERE•CS'IS SPECIFIED) A.LYNN MILER PE. NOTES: PEI 5(3706 FIGURES PERT/RI TO THE FOLLOWING 13.5.CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IEADANOIOR LOCATIONS: L6 VINYL SLIDING GLASS DOOR FPA 1 3/24/16 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE r_...,SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. �7A ANCHOR LOCATIONS E lit J ROSOWSKI \/ Head/Sill G�F, v. 11 Jamb 5 3)TRACK-TO-TRACK J1 lc. P41ook 7 DISTANCE IS 2.375" 2.375' 2.375" 1070 TECHNOLOGY DRIVE �� FOR ALL HEADS AND SILLS: I k_1 N.VENICE,FL 34275 �� T (941)-480-1600 4 CERT.OF AUTH.#29296 J SGD-5470 J NTS 1 15 OF 25 a'I FPA-SGD5470.2 4 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS. SPLICE LOCATION SPUCE SPLICE 4" LOCATION / 4• LOCATION SPLICE 4" LOCATION mom ,....„,... [- — .- .,„r, _............_ ._. EXTERIOR UMEXTERIOR j� 2-TRACK SPLICE - 3.22" EXT,ETR,IOR EXTERIOR�F-�y _—_ ��-- - _322" Head/Sill a1 2-TRACK SPLICE Jamb 5 �7 2-TRACK SPLICE �/ "C4"ANCHOR LOCATIONS - "CS-2-TRACK SPUCE ANCHOR LOCATIONS P-IIDOI 7 'C4"ANCHOR LOCATIONS -C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) _ _ SPLICE SPLICE LOCATION —"7 - 4.75' LOCATION_-- 4" SPLICE SPLICE_y LOCATION ' "---{ 'l 4" LOCATION 4•• INIMUNI Ai— __ ---- EXTERIOR - 4" EXTERIOR --3.22" EXTERIOR 3.22" EXTERIOR 6A1� 4" 3-TRACK SPLICE �(�y ANCHOR SPLICE 1 ' -C4•3-TRACK LOCATIONS "Cr 3-TRACKANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS `� 'C6'ANCHOR LOCATIONS v (USE MERE-Cr IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS IS SPECIFIED) ) SPLICE_ 4 75" SPLICE SPLICE SPLICE __ LOCATION_ LOCATION 4" LOCATION LOCATION E __ . .AMINE 1111111.111 1111•1111NCEI .. Norm a EXTERIOR._ MIPIIIIIIIIIIVIIIIIII o -- • --- I�EXTERIOR �'4„ EXTERIOR 3.22" 3.22'• EXTERIOR --- __— ow tttu nlT,, rl 4-TRACK SPUCE 0. 4-TRACK SPLICE jZ 3'�" `��pNY LY/y�y ��' �, ANCHOR SPLICE ` . 4-TRACK SPLICE .� 'C4-ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS / "C4'ANCHOR LOCATIONS "Cfi"ANCHOR LOCATIONS ocEN e (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE Cr" IS SPECIFIED) '•�P% :* N0.58705 - _ NOTES: :?,�.' ,,...... . .*.: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �'./ NG FIGURES PERTADI TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E. HEM)ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.°56705 ii E 3)TRACK-TO-TRACK , it VINYL SLIDING GLASS DOOR FPA 3124/16 DISTANCE IS 2.375' 2.375' pill " i� • FOR ALL HEADS AND SILLS: (�- 1 ANCHOR LOCATIONS F it J RaOSOWSKI Head/Sig 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DRIVE ! .a Jamb 5 C BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 i /I Pfiook 7 (941)-480-1800 CERT.OF AUTH.#29296 jSGD-5470 1 NTS 1 16 OF 25 1 h FPASGD5470.2 if I PANEL'S RIGHT STILE TYPE PANEL ! — SCREEN PANEL TYPES TYPES Temp SINGLE FOCEEI LOCKSTILE ASTRAGAL ASTRAGALCMTSIA SS. IA fRAWr C L (OUTSIDE 135' INSIDE 135 / _ ISR CK E f E ASTRAGAL INfEALOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER I RECEIVER AECEI R I V b--r`�`N`�''LJ._ INTERIOR OR OUT M EXTERIOR GLAZED �_ __II '7)C , i _j=u• J- = A LOCKSTIIE �^L_______J�� INTERLOCK —L{� �-�rQF(1 _--1_`ROI'i�l<!:• �`/� .rte `�`�........-.-' DOUBLE I5 s E F PP K + L L TC TA TV TW J Loc..... . ASTRAGAL j B H P A C C ' ScSA SV SW SD DE SINGLE �p.�� 1 INTERLOCK Q� SINGLE IN. - — IINIXOUr) PCP I INTERLOCK -- INTERLOCK — FAT :: RR � R 1 S S FC I FD ; FV FW A ' INTER OCK LOCKSTILE �� sox p _ WD M I J J U ASTRAGAL ,,,,,.p LOCKSTI E .�.� 1 CO ASTRAGAL DS IN INTERLOCK INTSE�O�(IC BOX OUT LR T U pwam J Ill .i-- 'O'er ' N T U j Z" RECEIVER l CT CS CF o a I AT AS DF IOUT 1111r VT VS ' VF IN.u5• ASTRAGAL 1;1:RECEIVER WT WS WF LEFT RIGHT PANEL 1 PANEL STILE STILE PANEL TYPE •'F`SHOWN. j PANEL NOTES: `00%nnrr r,, �• NY LYN41, '' 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. '•� vCENet M4 �% 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE tr,,,,,,,, I VINYL SLIDING GLASS DOOR FPA 1 3/24/18 _*: NO'°8NOT AVAILABLE. d PANEL TYPES Maj J ROSOWSKI . .. • 6 6 g3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® < < �O4. STA ey` �lcsS• ORIOI..•' \?: TTYPES QUALIFIED BY THIS APPROVALIOR SEE(DETAIILSRSHEET 10.)OR INTERIOR GLAZED,BOTH N.1070 VENICE,FLO34276DRIVE iM �',.,!ONAL IE `� (941)-480-1600 1 CERT.OF AUTH.#29296 ,SGD-5470, NTS IAS 17 OF 25 �,,,$!FPA-SGD547D.21 A.LYNN MLLER I.E REK 58705 r---5.875 -'-1 - i ��-10.635- 540 .291 �r "`, T O C7 p.100 , 9 500 12s.062 930 41+vL .550 ` ;.081 ---I -.762 1.812 `T"9'� R � 1.928. 100 .301 _1 8 �` SLI JQL JQ� I 0'1 1 7OC R(PVC)EW ®ANC PLATE 9�TRACK INSERT 7a EXTENDED INTERLOCK CAP, POCKET 5.178 @ 2 TRACK HEAD/JAMB �� 4 TRACK SILL 1.000 252 -231.1613 231 ,,yr-�060 r 2.060 7 .100-y. (� -1 -Q -80250 -1 1.435��.082 � 1T8 r 1.983 8.250 f r " ti -41.813 r ,�' ,DD 949 oao s I,-I 1 6 O ��-I�1.681 ---l-� .062 -.060 3 3 TRACKSILL TRACK I ,HEAD/JAMB �4 TRACK�BI[ ] i .6-3)SUPPORT TTOM AIL O ONE SILL 13 COVER 1© OOKADAPTOR 18 P-HOOK Q J 094 .125 C- 10.625 t 540 ` 540 2913.000 I-.061 �r'�75 2.975 �- , i i�2.141�i -5.875-- �� 1 I LrH-L7Thf:i: n..i 100 ��f.oe2 It 2.807-a1 1.408 t-131I^ 1.813ED Ill�� J� U !^0 + k,„_____ � ®I I ' 1 EXTENDED 2 ®p KEEPER BAR GOVERMENT ®REINFORCEMENT A-7,\FIXED PANEL CLIP ®P�TE�REINFORCEMENT ()4 TRACK HEAD/JAMB 02 TRACK SILL Imo-2.511•-f -W 2.838--.-1 -�1.625 �I 1.570 i j2). �y 1.595 r-- 1.595 1I'F 3 4183 -•30a - 2.0�- - -2.696�1 080 l I r r"--.125 1 I j9 T --•.100 1 2.833 2.388 11]68 '�-" 2.788 ' 070 2.210 060 1 164.635 4.279 • 'gyp 2'025 312 -J - �,� 3�4 INTERIOR JAMB COVER 110--..--1-.- .120 - .162 .120 1+.182 2291 .100 2.710--. I -- 1.875 - TOP.BOTTOM OM INTERLOCK.300 6--i,INTERLOCK.400 .a ASTRAGAL NTERLOCK ® ® BOE � REINFORCEMENT, EXTENDED 31I © TOPANEL STILE,AND STILE AND STI7 E/REINFORCEMENT, REINFORCEMENT ®INTERLOCK ADAPTER ADAPTER 'ASTRAGAL ADD-ON AD BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.328-► 3.452 - 3.345 NI NOTES. 1.472 �\ I i 125 3 20a �� 3.713 5.t19., N)SEE SHEET 4 FOR .125 060 090 SILL RISERS. �' 2.175 048 1.500 3247 3' 060 070 I 065 2)SEE SHEET 20 i__. y .919 FOR SCREEN PARTS. 300- -_) �) 1.170 - .229 L 135'CORNER ,Q135'CORNER 135°CORNER x,1135'CORNER 90'CORNER 90'CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, N-'ASTRAGAL CAP. ''ASTRAGAL 40'ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. 1111111/ EXTERIOR INTERIOR ••' tri Ilii EXTERIOR INTERIOR \N��aOr1Y LYNN,4''', .210 .252 It/. u� ''4F' 111 1,281 rj- $ VINYL SLIDING GLASS DOOR FPA 13/24/18 `* NO' 8795 ti EXTRUSIONS _ 11 t J ROSOWSKI 1-1N8' 1-1118' �aa '�T'• A ®BEVELED BEAD ®OGEE BEAD �d '�F '' CIDP.•'' \'k�.: 1070 TECHNOLOGY DRIVE ...S ••- G‘� N.VENICE,FL 34275 i ii '''is;ONAL IeN\`\ (941)-450-1600 I I I A.LYNN MIPE. OF AUTH.#29296 1 SGD-5470 g' NTS 111 18 OF 25 1$�FPASGD5470.2i,`1I P.E.r5LER ------- ------- 1)INSTALL ' 2)INSTALL CLIP HEADER BLOCK TO HEAD ��. o (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT r• JAMB TO HEAD O.;•111 J TYPE AS USED PANEL , JAMB 8 INSTALL ONE BLOCK AT i i.,.....,;/.4_ °'� �J JJ• ' HEADER ASSEMBLY IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. 1'' " BLOCK ► [�� TABLE A,SHEET 1 �..• TABLE 1 AT ASTRAGAL,INSTALL /�-. , .�� ONE BLOCK THAT �N. I). I Q(3)#10 X SPANS BOTH PANELS. \ •f' (3)#8X(q_ 1.5 SMS / �,►;�/ w. 1"SMS tioriii 0 � FIXED PANEL CLIP /' r� �`�F___. IXED \ I I' �� INSTALL ONE CLIP AT THE ' QPANEL MIDSPAN OF EACH F (X2)2-1114/4"" 2)1/4" CLIP IXED ` _, % �X2-1/4"SMS q PANEL-TO-FRAME JAMB LOCATION. , 1 / / O #8X1"� IT' SMS / ©BAR COVER \ _- (4)#10 X2"SMS 86 �REINF.BAR r\ I \-0 vv #8 X `` 1-1/4"SMSIli i I aairs�� 7KEEPERO V ( u]i1i : -- ( \ I v / ar 1��•, JAMB TO II _ N KEEPER TO JAMB 1 SILL ASSEMBLY �. % = ATTACHMENT _ ‘1! �1 I -- _ / I \\ I _ LOCKING JAMB "' REINFORCEMENT PLATE �� 1 [2001 ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER @ 34.1/2"MAX O.C. OXXX SHOWN , \ ''.2.il [C1 r II , 0 -- - -- !`-rte — ` (4)#lox. Di__ 2"SMS 0INTERLOCK _ ��, INTERIOR CLIP COVER _—-- 04 � �%� Imo, NOTES EXTERIOR INTERLOCK \\ - I REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. BOTTOM RAIL 1 #1p X 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. ��`��` tt NY'C I1,,,,,, �' 1 ©2-1/2"SMS 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. �` ��O' cEN �/�4_ SUPPORT 0 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ,. �� SF "..eel o. #10 X 1'SMS I f THROUGH SUPPORT,(92} 1 `' , VINYL SLIDING GLASS DOOR FPA Na.58705 • 3!24/16 =it: / *_ INTO PANEL PANEL ACCESSORIES INSTALLATION lit J ROSOWSKI -13 ,uI ��#1ox ASSEMBLY 13 (° Ib .•Cr_ INTERLOCK SILL RETAINER 1-1/2"SMS < . O,�•.. ST TE 4�; ALL PANEL CORNERS t i CLIP ATTACHMENT t .-_- ` F •....IDP•r' �� WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE � � %�SS,7 ...•.-• NG INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 ! it 'i,/0/V I"``‘ (941)-480-1600 I 2 _ #SGD-5470'4 NTS 1 19 OF 25 14 FPA-SGD5470.2k# A.LYNN MILLER.R.E. — — — — _ CERT.OF AUTH.#29296 P.E.a se,oS BOX SCREEN DETAILS: — STANDARD SCREEN DETAILS: • DOI oa m ,i m p. p. p ® 133 � m D X111 m � - - HORIZONTAL SECTION J ® i ' HORIZONTAL SECTION EXAMPLE uo I I'F�i� EXAMPLE ) ® I� Iy�F�. 0 4 CO • 0 II@ 0 ,,_,..11 0 _ G� • 1 - 3 .-© _ I i0 ® O, O 2111* IN p• O. O - _ - m e ® LI z, 0HORIZONTAL SECTION EXAMPLE HORIZONTALM SECTION LE APA ® 1.081 —1 r-1.081 -1I • -1 1.202 t--1 A 141 1.77E Cil 1.778 .935 876 050 A50 '...41 .045 .875--� r-- 7 1.020---1 1�SCREEN -SIDE RAIL, *SCREENSCREEN ASTRAGAL OXO 1.993Li 1.9 993 CI1.874 RAIL LATCH ADAPTER -.-.F+-.062 --IIf.062 I-.--.062 BOX SCREEN � BOX SCREEN BOX SCREEN 1w TOP RAIL \= BOTTOM RAIL t02 SIDE RAIL r-.725 1n .765': .irii:Er_ e••411) 1.020 p- 1.593 C f-"� .040 .082 763�1.373�- -- ® s p• 0 1i3 ASTRAGAEEN L ®FRAMESILL 1.872 �'�I �.,l� .055 1. ® i ©� pp ADAPTER ADD-ON 0 - I .062 --..'I Imo-.372 �i:iaGo!' BOX ,�BOX 1�BOX SCREEN L, 110,- wSCREEN OSCREEN OOXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER VERT SECTIONEXAMPLVERTICAL SECTION `�1YLYNN,��, 1.308 EXAMPLE NOTES: :-' •tCEN4F %. 1---•-i 1.343 - -�1.487�- 1)ALL DIMENSIONS IN INCHES.r -•,' 1, 050 1.487 j 1.5100 pr_....� 3/24/16 u No.56708 % ,F= VINYL SLIDING GLASS DOOR FPA 6 SCREEN DETAILS Bal J ROSOWSKI �0 �/� BOX SCREEN BOX SCREEN BOX SCREEN HEAD -,.O STATE of toe iw ,oe __ ® _ i ORIDA_•••• 2 ADAPTER SILL ADD-ON ANO JAMB ADD-ON 1070 TECHNOLOGY DRIVE - �� '',,S� • •••••" aG\ N.VENICE,FL 34275 k is ,,,// NAL E-„,`. (941)-480-1600 4 A.LYNN Mil i k Pi CERT.OF AUTH.#29296 I SGD-5470 aI NTS 1 20 OF 25 Ia t FPA-SGD5470.2 A v t_4,,vos TABLE C TABLE 0:BOX SCREEN 0 Parti Description Material I Part Description Material I Part# Description Materiel 1 19001 2-Track Head/Jamb Rigid PVC 40 19081 90'Corner Astragal Cap-Ext. Rigid PVC 100 12256 Box Screen Top Rail 6063 15 Al 2 19002 2-Track Sill Rigid PVC 41 19082 90'Corer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bottom Rail 608315 Al 3 19025 3-Track Head/Jamb Rigid PVC 42 19085 Sill Poser-(2-1/2) 6063713 Alum. 102 12258 Box Screen Side Reil 8063 T5 Al 4 19026 3-Track Silt Rigid PVC 43 19022A Sill Riser-(3-1/2') 6063-76 Alum. 103 64428 Box Screen interlock 6063 TB Al 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/18") 6063-16 Alum. 104 17347A Box Screen Snapan Bug Flap 8063 78 Al 8 19028 4-Track Sill Rigid PVC 45 19024A Sill Riser-(4-5/8') 6063.16 Alum. 105 64345 Box Screen 0)43 Astragal Adapter 8f>63 TB Al 7 19009 Frame Screw Cow Rigid PVC 50 718609W .18T x.320'Finseai(Stile) 108 17349 Box Screen Astragal Adapter 6063 T5 Al 8 19031 Anchor Plate 6063-76 Alum. 51 71695K 1-1/2'x 1'x 3/4'Fin Seal Dust Plug 107 19039 Box Screen Frame Sill Addax 606318 Al 9 19007 Track Insert 6063-76 Alum. 52 71696 Dust Plug 106 19038 Box Screen Head'Jamb Addon 806318 Al 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 418041 Interlock Clip Cover PVC 109 720X1X #14-25 x 1"MS 0 Top Rail SS 11 19038 Bottom Rail Support 6063-76 Alum. 61 78153X Tandem Roller Assembly SS 110 720X112X #1420 x 1-1/2"MS 0)Bottom Rail SS 12 19006A Outer Sill Cover 608378 Alum. 62 78153N Tandem Roller Assembly Nylon 111 717930 Wstp,.270"t.15(1'-Fin Seal 13 19011 Sill Track Cover Rigid PVC 83 78X75FPTX 68 x 3/4"Ph.FH SMS®Roller&Reint SS 112 618051( W$tp,.187"x.500'C Bug Flap 17 19032 P-Hook Adapter 6083-76 Alum. 64 419042 Frame Header Block Nylon 113 7SRAZ Standard Railer Nylon 18 19020 P-Hook 6083-76 Alum. 65 48052 Roller Adj.Hole Plug PVC 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6063-76 Alum. 68 44385 4 Hole Bumper Stop PVC 115 wins Screen Locking itemisers Steal 20 19029M Keeper 6083-76 Alum. 67 78X114FPTX 46 x 1-1/4'Ph.FH SMS®Bumper Stop SS 118 419063 Screen Keeper Steal 21 19014 ReiMacement Br Cover Rigid PVC 68 716960 Sill Plug PVC 117 78XIPPA #6 x 1"Ph.PH SMS Steal 22 19030 Reinforcement Bar 6005-13 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Ste.VSS 118 1692/314 Screen Spline-.150"6.165" Vinyl 23 19037M Feed Panel Clip 6063-T6 Alum. 70 71032)0FPFX 1032 x 1"Ph.FH MS 0 Lock SS 119 1816020 Screen Cloth Fibergisaa 24 19035M Reinforcement Plate 6063-18 Alum. 71 sen108 Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstlle 800545 Alum. 75 Karmrefkq 4SG 7PS Spacer System # Part# Description Material 28 19048 Relrorcement Composite 78 Quanex.Super Spacer nX1-with Hot Melt Butyl See SheetP6 10 for 120 12033 Screen Frame Rail 8063 75 Al b 27 19018M Interlock.300 Reincement,Std. 6006-15 Alum. —77 Wanes Dwaeal Materials 121 12026A Screen Flame-Side Rail(latch) 6063 T5 Al 28 19013M Interlock.400 Reinforcement,HD 8005-75 Alum. 78 Crdnxal)4 Edge Spacer 29 19019M Astragal Reinforcement 8005x75 Alum. 79 Dow Coming 995 or GE-7700 Backbedddl g Silicate 122 173!13 Salaam O Astragal Adapter 8063 78 Al 30 19083 Extended Pocket Merlock Adaptor 606316 Alum. 82 19044 1-1116"Beveled Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 31 19008 Interlock Adaptor Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 124 180128 Frame Sill Screen Add-on 8063 78 Al 32 19008 Astragal Add-on Rigid PVC 86 71726K Setting Block 1"x 4'x 1/18',85+/-5 duraNeoprene Nne 125 8FP95K Bug Flap,85*/-5 dum. Vinyl 33 19004 Panel Stile,Top/BottoRail Rigid PVC 90 781PSTX #8 x 1'Ph.PH SMS 0 Frame Assembly SS 126 78X112PSATS #8 x 1'1/2 Ph.PH SMS(Assembly) SS m 34 19040 kferior Jamb Cover 6083-78 Alum. 91 78X114PHPT410X #8 x 1-1/4"Ph.PH SMS©Reef Bar SS 127 712027 Corner Key Wheel Assembly(Standard) Nylon 35 19076 135'Comer Astr get 6063-76 Alum. 92 710X1PHPT188X #10 x 1"Ph.PH SMS a Rail Support SS 128 712027SS Comer Key Wheel Assembly(HD) SS 38 19077 135'Comer Astragal Paashe Mount 6083-T8 Alum. 93 710X115PPX #10 x 1-1/2 Ph.PH SMS®Fxd.Pd.Clip SS 129 88888 Screen Locking Hardware Steel 37 19079 135"Caner Astragal Cap-Ext. 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS 0 Screen Mt. SS Rigid PVC 94 710X2.5PHPT188X #10 x 2-1/2"Ph.PH SMS 0 Rent Plate/Ast. SS 131 78X72PPSMSX #8 x 1/2"Ph.PH SMS®Door Ast. SS 38 113080 135'Coiner Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4'Ph.PH SMS C lidr.Block SS 132 1692/3/4 Screen Spine-.145' Vinyl 39 19078 90'Carer Astragal 8063-76 Alum. 98 710X1.76PPX #10 x 1.3/4"Ph.FH SMS C Keeper SS 133 1816C20 Screen Cloth Fiberglass 97 710)O4PPX #10 x 3/4"Ph.PH SMS 0 Ext.Pkt.Int. SS vvNY.LYNNr�".i ,'s'?Os•`1 '0tOENg�M/(�': Iw LI VINYL SLIDING GLASS DOOR FPA I 3/24/16 :::::::::-."5'.:•71;v- *:' No.56705 PARTS LIST i - J ROSOWSKI /-'K t o t6 F 1070 TECHNOLOGY DRIVE i� %FS <ORID?..'( NOTES: N.VENICE,FL 34275 .. ''�S��NAL�N` 1.''''-11::::: '''' 1)ITEMS#14-16,46-49,53-58,72-74,80,81,84,85,87-89,98&99 ARE NOT (941) 80-1600 _ kd I i n I v v USED AND ARE NOT PART OF THIS APPROVAL. jSGD-5470 1 NTS 21 OF 25 FPA$GD5470.2 A.LYNN MILLER P E. CERT.OF AUTH.#29296 P.E a 58705 ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAD AND JAMB(SHEETS 22-25) 1 TO ACHIEVE PROPER ANCHOR EDGE DISTANCE,THE 11 FOLLOWING SHEETS(22-25) TYP.ANCHOR TYPE,EMBEDMENT SHOW ANCHOR PATTERNS AND EDGE DISTANCE PER THAT MUST BE USED WHEN EMBEDMENT SUBSTRATE EDGE SUBSTRATE,SEE TABLE A,SHEET 1. USING THE FRAME FIN ADDON. r-- 114"MAX. I DISTANCE I TYP.ANCHOR TYPE,EMBEDMENT rmi -111"AND EDGE DISTANCE PERQ I A SUBSTRATE,SEE TABLE A, �� EMBEDMENT cream SHEET 1. TYP.ANCHOR TYPE, NOTES (7. _ �, '/Ifi . / � f�► .fes kill EMBEDMENT AND EDGEI / DISTANCE PER SUBSTRATE, 1)DETAILS APPLY TO 2,3 �T— 1/4'MAX. I I R / SEE TABLE A,SHEET 1. AND 4 TRACK EDGE Or 1 O I �' � r s CONFIGURATIONS. DISTANCE ,L 1.1 Q 1/4"MAX. Ip'� Ipo _ r71� 0�--..-"f. 2)REFER TO TABLE A ._: ' Eir �� O FOR ANCHOR '� �_ EXTERIOR _, �� CONSTRAINTS. SUBSTRATE II _� a EMBEDMENT i„�� 3)SILL ANCHORAGE EXTERIOR I I.rib WITH FIN ADDON IS V `_ EDGE SUBSTRATE UNCHANGED FROM THE 2-TRACK FRAME DISTANCE BOX FRAME 2-TRACK FRAME 1 aHEAD ANCHORAGE DETAIL ANCHORAGE. ® JAMB ANCHORAGE DETAIL 2-TRACK FRAME F3 SILL ANCHORAGE DETAIL JAMB ANCHORS LAYOUT(USING FRAME FIN ADDON): Fx3URESP TAN TO NEFOLLOWNOJM ANCHOR LOCATIONS: NOTES: f•- 2.375” -+{ a-- 4.75' 1)STANDARD ANCHOR IrJtq FGIoeWll�/E E IyW g4dYtdE LOCATIONS SHOWN.FOR 3 AND �— —�� "r 1110° TJAMBS.ANCHORS IN _ -. 11.___. .___. L___„ THEHE INTERIOR TRACK MAY BE LOCATED IN THE ADJACENT 21.6" 21.6" 21.6" TRACK AS REQUIRED TO MEET MIN.EDGE DISTANCE MAX MAX. MAX. Head/Sill C3+1 CONSTRAINTS FROM THE O.C. EXTERIOR O.C. 1 EXTERIOR O.C. EXTERIOR Jamb INTERIOR. � p Pfiook i1I ..' 1jCEN G � ''�r 6' 6"�3TRACK FRAME I° 6" ° VINYL SLIDING GLASS DOOR FPA 3/24/16 #; No.mow ,KcIPP` MAX. MAX. MAX. t-- -TRACK FRAME T F-4-TRACK FRAME .c ANCHOR LOCATIONS A < Z J ROSOWSKI -0 < AOyTA �4/�; JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS -- i .c� 1070 TECHNOLOGY DRIVE . �� %,CS+'••:��ofDP..•'\�.. N.VENICE,FL 34275 A ii '',`/S,'ONAL Tel,oN (941)-480.1600 CERT.OF AUTH.#29296 I SGD-5470 1 NTS 1 22 OF 25 h FPASGD5470.21 f A IYNNP.ESNINIER P.E. 58705 • HEAD CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): HEAD"+"INTERMEDIATE ANCHORS LAYOUT(USING FRAME FIN ADDON): ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK—ow- PANEL CENTERLINE—' PANEL CENTERLINE CENTERL INE CENTERLINE CENTERLINE IIIIIMMINIIIIISIMMI WIIIIIIIIIMIERMIEMES mumnisom_Wr-1 "I '1mi g. -------:t rR° go ow cop. t all - m— -- EXTERIOR 4" EXTERIOR 4" EXTERIOR EXTERIOR MOMS --4 EXTERIOR Mini . 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"CS" O. 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS Y1'ANCHOR LOCATION -+7"ANCHOR LOCATIONS '.3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR X INTERLOCK— 4" INTERLOCK 4" PANEL PANEL 4" PANEL � 4" CENTERLINE -'� CENTERLINE CENTERLINE -'' CENTERLINE CENTERLINE rwtiror0 EffirriaM11111-MMNI �Rfo, E 3.22" EXTERIOR - EXTERIOR -- EXTERIOR �.. 3.22" EXTERIOR - 3.22" EXTERIOR --.-- r1 �L 3-TRACK INTERMEDIATE I I 3-TRACK INTERMEDIATE I�I 3-TRACK INTERMEDIATE '"• ' 3-TRACK CLUSTER"C3 3-TRACK CLUSTER"C5" 0. "+1"ANCHOR LOCATION / / -+2"ANCHOR LOCATIONS v '.3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR '‘.: ASTRAGAL OR INTERLOCK--- INTERLOCK---...- PANEL__ PANEL pgNEL CENTERLINE / 4 CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE—�' 1.11111111111111111111111111/41111111111111 iimi mmeirmilmrAmm Praia ---- -S',� Ylr ._ __ —_ Immol u1i�ommi .-- EXTERIOR - �. 3 22" EXTERIOR - EXTERIOR —. _ rf�1y - EXT�IE�IRyIOR EXTERIOR��Ty3,22' v 4-TRACK CLUSTER �/ 4-TRACK CLUSTER K INTERMEDIATE ""1'/NICCHOR LOCATION 4-TRACK ANCHOR LOCATIONS•2 4-TRAC INTERMEDIATE OR .3' LOCATIONS •C3"ACHOR LOCATIONS "C5"ACHOR LOCATIONS NOTES: — FIGURES PERTAIN TO THE FOLLOWING HEAD — 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: Aillk Alk— 1)ALL DIMENSIONS SHOWNE.,,,ARE BASED ON MINIMUM ALLOWED. a 1111 2)TRACK-TO-TRACK ; _ i_ DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: =' , --� DISTANCE IS 2.375': ,_-I 2.375" itilid Gc Head/SIII ) N0%11111/0', �R11Y1L /4/.8e...4,...:11:::::: N��' — FIGURES PERTAIN TO THE FOLLOWING MEAD Jamb 5 `' 4K .%... HNy� �� CLUSTER ANCHOR LOCATIONS: Pfiook 7 �IGENyF':G �i it ` Z.*: No.58706 110 I ' 1_ 0 VINYL SLIDING GLASS DOOR FPA ANCHOR LOCATIONS B 4r J ROSOWSKI j00•- srA :•�` II ('' 1070 TECHNOLOGY DRIVE if %,Ess'/f:iOR ,'. . Jamb I 51 N.VENICE,FL 34275 �i ''/// NAL 1.N'�` P-.00k 7 (941)-480-1600 CERT.OF AUTH.#29296 ISGD-54701 NTS 11 23 OF 25 II 0 FPA-SGD5470.21+0 A LYNN MILLER.P.E. HEAD 90°CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): HEAD 135°CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): T FIGURESPERT"NTGTH — I FOLLOWING 195'CORNER p HEAD ANCHOR LOCATIONS' WWI �M n1 135° -- 1 4" I I /la') 4" 4" 4" /A LALW-Millil/ simik,e. MIIIII51/ !IJ! EXTERIOR EXTERIOR EXTERIOR EXTERIOR P-hook 7 2-TRACK 90°CORNER 2-TRACK 90°CORNER ��`'1y 'C4' LOCATIONS 2-TRACK 135°CORNER `� (USE WHERE ANCHOR IS SPECIFIED) "C6'ANCHOR LOCATIONS 2-TRACK 135°CORNER (USE WHERE"C5"IS SPECIFIED) "Cr ANCHOR LOCATIONS •CB"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) 1 F1 M hl 1 �-�M� \ 10 E ...-_..., Ii��_ E 1 .1._Emo. riii = =10IllIIcif% � N --- -- M_ M /EXTERIOR EXTERIOR ---- ---- Mi �Win 3.22" 3.22" Or _ --- 3.22 3-TRACK 135 EXTERIOR EXTERIOR - 3.22" 3-TRACK 135'CORNER 135°CORNER -- 3-TRACK 90'CORNER r 3-TRACK 90°CORNER ((�� 'C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS `._, 'C6"ANCHOR LOCATIONS `J (USE WHERE'C3'IS SPECIFIED) ;USE WHERE'C5'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) \ 4' �\ / � „\‘‘10‘141 LYN • �i U 6 V 4" • �'�I �.��— , aim/ _ ° 4" *? No.53705 *' 1 ilitaimsffiruml.• --. ..__... _-. EXTERIOR EXTERIOR STA r��` EXTERIOR �• " EXTERIOR 4-TRACK 135°CORNER 4-TRACK 135'CORNER ....%,,(51,5,/O•-. 3'22 "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS ", •�G‘� 4-TRACK 90'CORNER 4-TRACK 90'CORNER (USE WHERE'C3'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) ��,'i iNAL 11T1T•� 'C4'ANCHOR LOCATIONS "C6°ANCHOR LOCATIONS -- (USE WHERE'Cr IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) A.LYNN MILLER,P.E NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 90.CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: �, 0 1 ... VINYL SLIDING GLASS DOOR FPA 3/24/16 gp• 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.ED1J V ANCHOR LOCATIONS Ct J ROSOWSKI Haad/S III all �# Iamb s 3)TRACK-TO-TRACK ® 6! P-hook 7 DISTANCE IS 2.375": 2.375" 1070 TECHNOLOGY DRIVE « , ---_ i N.VENICE,FL 34275 $ (941)-480 1600 Q CERT.OF AUTH #29296 j SGD-5470 I NTS 1 24 OF 25 h FPASG05470.2 H H • • HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL(USING FRAME FIN ADDON): � LOCATIONSPLICE 2" LOCATION 2' • einimmi isimmem [ 'Tl IJEMAmini __ !. EXTERIOR NM 4. EXTERIOR SIMMIN -4" 0. 2-TRACK SPLICE 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE SPLICE LOCATION / i,,,,,,, LOCATION EXTERIOR[ ! r-13.22• EXTERIOR r- 3.22" — 1 y 3-TRACK SPLICE 1) 3-TRACK SPLICE 1 �/ 'G'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) it 1 I .875' .125—+I SPLICE ,--4,75' SPLICE \'' C-FRAME FIN-ADDON LOCATION--'' LOCATION4" �J ALUMINUM 6063-T6 V— — - ---- -- PART#19033 MIIIIIIIMMIIIIIIII ----- .... ,-..—aziamr,r.m.: ....... .,........ EXTERIOR _4" EXTERIOR I -�-i 3 22' ''b b4TRACK SPLICE 4TRACK SPLICE'C4'ANCHOR LOCATIONS 'CE'ANCHOR LOCATIONS ::70:..,:,...sx),...:Apie... 58706 `(USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) : *=16 •��NOTES: ,t(%% •A•octi •o••••••• 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ��'"js�IONAL,E;``,' iit FIGURES PfgrMl TO THE FOLLOWING SPICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E. HEAD ANC AT 1 ___ FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E158705 f ii . 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR FPA 3/24/18 DISTANCE IS 2.375': E52.375" •(/!� , V ANCHOR LOCATIONS D it J ROSOWSKI �„ysW 1070 TECHNOLOGY DRIVE �l iamb 5 N.VENICE,FL 34275 A �i P-hook 7 CERRTT.OF AUTH.#29296 Ea SGD-5470 i NTS 151 25 OF 25 h FPASGD5470.2$1 COUT • Document TRp: Doc No: FRM B1-02 Rev No: 7 Page: 1 of. 1 i{EYSTONE Structural Performance C-�- - - Certification Authorization Report Required 8y: PRO B1-03 CAR & Product ID Number: 190 - 772.0 Issue Date: 12/13/2010 Revision Date: 4/5/2016 Expiration Date: 11/15/2020 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: 5470/5570 Sliding Glass Door w/& w/o Corner 1070 Technology Dr. PO Box 1529 Operator Type: SD Nokomis FL 34274 Config; H/J/S/Ast/Clip/All/4-1/16SR, GS-3/16 Temp IG Max Width: 203 Max Height: 96 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-11 Class LC-PG80 5144x2438 (99x203x96)-SD Qualifying Test Information: Test Report No: FTL-6369 Test Report Expiration: 11/15/2020 Authorized Signature: Digitally signed by Keystone Certifications, Inc. � v' Steven Urich 564 Old York Road, Suite 5 T21 Etters, Pennsylvania 17319 Date: 2016.04.06 Phone: 717-932-8500 11:22:12 -04'00' Fax: 717-932-8501 • W W w.K EYSTO N E C E RTS.C O M Docunent Tit e. Doc No FRM B1-02 Structural Performance Rev No 7 Page 1 of 1 KEYSTON Certification Authorization Report Required By. PRO B1-03 CAR & Product ID Number: 190 - 770.0 Issue Date: 12/13/2010 Revision Date: 4/5/2016 Expiration Date: 11/11/2020 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: 5470/5570 Impact SGD w &w/o Corner 1070 Technology Dr, PO Box 1529 Operator Type: SD Nokomis FL 34274 Config: H/J/S/Ast/Clip/All/SR, GS-3/16 Temp iG Max Width: 203 Max Height: 96 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-11 Class LC-PG60 2515x5144x2438 (99x203x96)-SD Qualifying Test Information: Test Report No: FTL-636716368/8545 Test Report Expiration: 11/11/2020 Authorized Signature: Digitally signed by Keystone Certifications, Inc. Steven Urich Old York Road, Suite 5 as.. Etters, Pennsylvania 17319 Date: 2016.04.06 Phone: 717-932-8500 11:20:10-04'00' Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Doanent Me. Doc No: FRM B1-02 ---7. Structural Performance Rev No: 7 Pax 1 0 KEYSTONe C...,,..�...o.. Certification Authorization Report Required ay. PRO 81-03 CAR & Product ID Number: 190 - 771.0 Issue Date: 12/13/2010 Revision Date: 4/5/2016 Expiration Date: 11/21/2020 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The inforrnation in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: 5470 Sliding Glass Door w&w/o Corner 1070 Technology Dr. PO Box 1529 Operator Type: SD Nokomis FL 34274 Config: H/J/S/Clip/AII/3-1/2SR, GS-3/16 Temp IG • Max Width: 241 Max Height: 96 • Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-11 Class LC-PG60 6121x2438 (241x96)-SD Qualifying Test Information: Test Report No: FTL-6370 Test Report Expiration: 11/21/2020 • • Authorized Signature: • Digitally signed by Keystone Certifications, Inc. Steven Urich 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Date. 2016.04.06 Phone: 717-932-8500 11:29:34 -04'00' Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Docunent Tits. Doc No: FRM B1-02 l Structural Performance Rev No 7 Rage 1 OC 1 K.EYSTOIV Certification Authorization Report Required By PRO B1-03 CAR & Product ID Number: 190 - 774.0 Issue Date: 12/15/2010 Revision Date: 4/5/2016 Expiration Date: 11/23/2020 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for he application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that hose products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: 5570 Impact SGD w& w/o Corner 1070 Technology Dr. PO Box 1529 Operator Type: SD • Nokomis FL 34274 Config: 1-1/J/S/Ast/Ciip/AII/3-1/2SR, GS-3/16 Temp IG Max Width: 203 Max Height: 120 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-11 Class LC-PG60 5144x3048 (203x120) Neg DP=65 Qualifying Test Information: Test Report No: FTL-6371 Test Report Expiration: 11/23/2020 Authorized Signature: Digitally signed by Keystone Certifications, Inc. v Steven Urich 564 Old York Road, Suite 5 zd Etters, Pennsylvania 17319 Date: 2016.04.06 Phone: 717-932-8500 11:26:58 -04'00' Fax: 717-932-8501 WNW KLYSTONECERTS.COM