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HomeMy WebLinkAboutProduct Approval, Entrance Front Door RECEIVES' ��I✓t✓r"?.�-6 JUN 13� 1019 RW R W Building Consultants, Inc. permitting Department B Consulting and Engineering Services for the Building Industry St. Lucie County C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 / Evaluation oduct Re Report NI.: FL-20468.8 Deceinher 5,2017 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Fiber-Classic and Smooth-Star Swinging I >_ Exterior 118 Industrial Drive Composite Edge Glazed Fiberglass Single Door w/Sidelites Doors Exterior Door Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact" Q Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.for Therma Tru Corporation based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation, _ RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). I 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. i 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. I 5. Site conditions that deviate from the details of drawing FL-20468.8 require further engineering analysis by a licensed engineer or registered architect. j 6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testinq Laboratory Signed by TEL 01460274 ASTM El 886-05,E1996-05 Testing Evaluation Lab.,lnc. V.K.Wright j ASTM E330-02,E331-00 TEL 06-1031-4 ASTM E1886-02,El 996-02,E330-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 06-0718-1 ASTM E330-02,E1886-02,E1996-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01460130 ASTM E1886-02,E1996-02 Testing Evaluation Lab.,lnc. V.K.Wright ASTM E330-02,E331-00 TEL 01461612 ASTM E1886-05,E1996-09 Testing Evaluation Lab.,lnc. V.K.Wright ASTM E330-02,E331-00 2. Miami Dade NOA Materials Testing 16-1117.01 Butacite®PVB Interlayer(Kuraray) 17-0712.05 Saflex®PVB Interlayer(Eastman Chemical Company) Sic cQh8:L69CDoe�s� 3 No.FL-26Drawing 8.8 RW Build g Consultants,Inc.(CA#9813) 00 �F'J »� ��'eo Lyndon F.Schmidt,P.E. 000 �a°�C,_► 3L.:-°• o> 4. Calculations Prepared by o o® a �' ®Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) a • No 43409 0••0�q-y on F.Schmidt,P.E. 4 3Y 5. Quality Assurance o y� Certificate of Participation issued by National Accreditation and �'O: •'� Management Institute,certifying that Therma Tru Corporation is -53:. ST9,TE OF �O •, .. Lyndon F.Schmidt,P.E. manufacturing products within a quality assurance program that complies oo®.cN ^.;c4 O R��?:^•h ow® FL PE No.43409 with ISO/IEC 17020 and Guide 53. oP ' • �� 0 Sheet 1 of 1 o®odds p�IN� j eo0o 12/14/2017 i Igo G- &� SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate From&Membor Min.Edge Min. NOT RATED FOR MISSILE ernes Embedment IMPACT RESISTANCE ..Nouthom Pino ° II 6 GENERAL NOTES: (sow.ss Pfioc Ole late' DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, 612,steel SMS(G5)or AiOm nim,6083.76• Mad/3111/Jamb b 318• vee 2 DESIGN PRESSURES: 410 S.S.SMS (0.125 m_AW d o° 38' t s• SEE TABLES 1,2& 8 B2 ) (m1n.11 threadaan) stent,A38' Head/511VJamb orae 0,0so• ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. ,000'min.tNcknoss) Poo 6. 0.080• B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Stool Stud,Ae53 Or.33• HoadtSOUJamb 316• 0.071"(140a.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071'min.thickness P•hook W0.071. 14 Ge. 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4•Elco Ultrneon P.T.sa..55 Plne Jamb P 1-3/6,SG-0.55 P k 1• 1 8' INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS t/4+Eleo 410 B.S. refeFlex P.T.soot M-Plne Hon en t /e• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). . O.0.55P oak 1• tale• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, a 612,ato°f Nand°obex(06) P,T.Southern Ping PoadtSIIVJamb 811V 1J/e• 5)INSTALLATION SEALEDC SCREWS&FRAME SPLICES TO BE SEED WITH NARROW JOINT SEALANT. o Poo el e 1 a• entreteroto Pfioak 1' ta/fi• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NON$, ENERGI FENESTRATIONmin.2.05 ke HendIS3VJemb alta• 1 s• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES t!4•Elea u6me°" Unsrouted CMU. Jamb 1 tet/4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM Dao P4wok 1• .14' REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8662,8717,8968&8970;EXOVA-10-002-792(A)&10.006-10231; Ungroutod CMIJ, Jamb 1• a• t-1/4' CAMBRIDGE 535753-09; 114'Eloe 410 S.S.CroteFlex ASTM 17fi0 P•h°°k 1-3/4• 1.114' GENERAL NOTES.............1 conorolo Hud/slluJamb 1-31ir law• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE min.3.35 kel P-hook 1• taro• EXAMPLE CONF)GS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI concrete HMad/eWJamb 1•vr tale INSTALL DETAILS..............3-0 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FORmin.2.22 kai P•hook 1-1Ir J..; DP/ANCHOR TABLES........7-8 COMPONENT REQUIREMENTS). Ila^Elco 18 8 B.S. un"' cMu, P Jamb r 1.114" EXAMPLE............................8 PLASTICS, ( ) Aggro- for 1ABTM 060 ook 2• •114' GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P,T.Southom Pine HeadlSauJamb 1• lora• ANCHOR LOCA710NS.....,,11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. -0 sG .ae -are• 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES, concnts ■tat 2• tale• PANEL TYPES...................17 ANCHOR NOTES: 1!4•Eleo U6roeon fiook 2-l1r. tale• EXTRUSIONS.....................18 n2route Jamb 2• •i ACCESSORIES..................19 (ASTM C-90 P-hcc 2.1 2• 1.1 4- 1 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY o SCREEN DETAILS.............20 ) Concroto HendlBllVJemb 2.1/2' lobe' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE mM.3,35 ksi Pfiock 2-1121 lora• PARTS LIST........................21 REQUIREMENTS. 1/41 Elco 410 S.S.CretoFWx unamulod CMU, Jamb 2-lir 1-114' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM c•60 P4Mk 2.1/2' t-114' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO Bund nm8plyong°with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-No. d 17-0420.07 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Expiration Dato 04/21/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 13 4)METAL SUBSTRATE TO MET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mfam-Da roduet centro BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Material Min.Fy Min.Fa NON-METALLIC GROUT,MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Sleel Screw 92 kat 120 kaI SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 kal 110 kal ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 02017 FLORIDA BUILDING CODE(FBC).6TH EDITION Elco A99re-Gator 67 ksl 99 its] •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltraCono 165 ksi 177 ksl INSTRUCTIONS: •ASTM E1300-09 410 99 Elco CretaFlex® 127.4 kel 169.7 ksl THE SOWING THE REQUIRED DESIGN PRESSURE OF THE L DING GLASS DOORS MAY BED DETERMINED FROM DESIGN PRESSURE TAB ESTHE ANCHOR N •ANSI/AF &PA NDS-2016 FOR WOOD CONSTRUCTION OR 2,ENTS FOR *ALUMINUM DESIGN MANUAL,ADM-2016 6063-TS Aluminum 16 ksl 22 *AISI 5700-12 1 A36 Steel 311 kat 68 ksi `���G DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •RISC 360.10 Gr,33 steel Stud 33 kat 46 kel �� '�,: �I.... 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTEDNo.88705 WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/153)CHOOSE = �' s k THIS SHEET,VALICH ANCHOR GROUPONG WITH THE ORRESP)IS MOST APPLICABLE.ANCHORS ARE ONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM ^'0 D7. GENERAL NOTES IN TABLE A, 4' J ROSOWSKI EDGE DISTANCE. 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED CCPYRIGHT02017 PGTtNDusTRIes,INC. UPDATED TO FBC 2017,VINYL MFG,ALL RlMfrS 04/06/17 ' .........ORIDP,•'G\��`� DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DR �§� ���iiSj��NAL1� ��� 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941}480-1600 SGD-5470 NTS 1 OF 21 MD-5470.0 , A aP.E. -- _ ---- --- _ _ _ _ ---_ LYNN MILLER.P _jjj_______ CE .OFA MAX.UNIT WIDTH t MAX,UNIT WIDTH MAX.UNIT WIDTH a MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH m NOM.PANEL WIDTH � PER TABLES 1� � PER TABLES 1 i PER TABLES 1&2 �, ER TABLES 1&2 MAX.UNIT / MAX.UNIT F MAX..UNIT � MAX.UNIT ° HEIGHT HEIGHT HEIGHT s ° �. HEIGHT PER TABLES 1&2 $ PER TABLES 1&2 / / P R TABLES 1&2 /yI PER [� t Poor voc�r 1 / / / Pacuer TABLES 11 &2 J .J J J 1 1-PANEL 2AEL- 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS Q UNIT WID MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 �— �— a MAX.UNITSEE ° MAX.UNIT / MAX.UNIT / ° HEIG NOTE PERS ° ""' HEIGHT / HEIGHT TABLES 1&2 PER TABLES 1&2 / i PER TABLES 1$2 / 0 / PoC14T J J 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP. OUfsIDE COMER SHOWN,INSIDECORNER sa11LM PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complyyingg with the Florida Bullding Code NOM.PANEL WIDTH NOM.PANEL WIDTH 10A-No. 17.0420.07 PER TABLES 1&2 PER TABLES 1&2 a i Expiration Date 04/2112021 I3 BY MAX.UNIT MAX,UNIT Miami oa oduo control HEIGHT R �� HEIGHT PER TABLES 1&2 / / / / / / / PER TABLES 1&2 / J J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X'=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH-PANEL WIDTH+1-3/16" LOCATIONS,EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PXXYXp,pXXXX OR XXXXp.OXXX IN „p„=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" `��`��Q...... NNRj�'Pi�i POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" �ICENSF•., VINYL SLIDING GLASS DOOR NOA(NI) A 10/06/16 * No,687()5 2)90-&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. _ *' 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS -tJ ROSOWSKI ` REVIEWED BY THE AUTHORITY HAVING JURISDICTION, '� 8 r ETAIL LETTER COPYRIOW02077 PGTINOUSGRES,INC. NO CHANGES THIS SHEET. 04/06/17 ALL RIGHTS RESERVED ��S ORIOA•,•• ��`� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY ECHVENICE,FL4276 OO R ��'!s�9NA LL IE�G`�� 6)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472.656 ___ __ L--SHEET NUMBER (941}480-1600 SGD-5470 NTS_ A LYNN MILLER P - -- - - — - - - -2 OF 21_ �=MD-5470.0___ �-A _ ----------- -- ------------ CERT.OFAVGN.-fRg2gg __- I DETAIL A1- DETAIL B1 METAL TYP.,SEE ANCHOR THRU 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE /CONCRETE/CMU PER METALSUBSTRATE R REQUIREMENT -- —---------- -- FRAME WIDTH 1/4•'MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT 19OVER 98" 9121 19 EMBEDMENT AND 0 94 MAXW O.C. 22 EDGE EDGE DISTANCE PER .• DISTANCE SUBSTRATE,SEE "�, 71 q o 0 TABLE A,SHEET 1& 60 NOTE 3,BELOW DAYLIGHT 10 INTERIOR Y7 28 OPENING 26 — —— —1 sa t� 8 WIDTH e� EMBEDMENT --- R EDGEEDGE :` I az (9 V D.C.,SEETHRU S HETET 19 o DISTANCE r DISTANCES . 26 O 28 EXTERIOR +, SEE NOTE 8, 9d I L�1 I 26 28 �l 27 O 26 8EE NOTE 8, 1/4"MAX —•-I THIS SHEET 1X OR 2X WOOD THIS SHEET I I THIS NOTE HE 6, BUCKSTRIP,SEE SEE NOTE 8,THIS SHEET 29 EMBEDMENT ANCHOR / / NOTE 3,SHEET 1 L_—————_J_ #e X 3/4"SMS REINFORCEMENT SCREW;7 TYR OR PLATE AT / '— 89 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / HORIZONTA CTION XXX SHOWN ~ 9"&12"FROM ENDS(FACTORY INS T EDGE DISTANCE PER ANCHOR 1 SUBSTRATE,SEE LOCATION DETAIL C21 DETAIL D2 1 DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY _` ASTRAGAL NOTE 3,BELOW FACING INT. REQUIRED IF DOOR EMBEDMENT 2X WOOD BUCKSTRIP OR IMO 2X WOOD FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER G6• r NOTE 3,SHEET 1 OPENING 91 1/4"MAX - { , TQ R I PRODUCT REVISED 22 1 EDGE as comp!yIng with the Florida Build n,, WIDTH 1 DISTANCE I NOA-No.cede 17-0420.07 o (� TYP.ANCHOR TYPE, o SEE NOTE 6,THIS SHEET T I I expiration Data 04/21/2021 EMBEDMENT AND 26 R(2) ze 26 I EDGE DISTANCE PER 93 23a TYP.ANCHOR TYPE, I I ey SUBSTRATE,SEE 6 c� EMBEDMENT AND P q Miam'-Da Product Con of TABLE A,SHEET 1& 81 q o o P ` EDGE DISTANCE NOTE 3,BELOW SEE SUBSTRATE, TABLE A,SHEET d d dd 1&NOTE 3,BELOW EDGE 4)THRU KEEPER Q MAX '� I ExrERID I DISTANCE e6 .6.O.C.,SEE SHEET 19 o - L.�----J I+- 1/4"MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR FIXED PANEL CLIP& LYNN EXTERIOR DIRECTION. ��� p1Y N NOTES ANCHORS,SEE � 0, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, REINFORCEMENT TYPES(SEE NOTE 8,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. �'�,• F •.:(� 2)REFER TO ANCHOR NOTES,SHEET 1, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOq T�agaALg FIXED =T ES * kO.68705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILE$AND OS 26 VINYL SLIDING GLASS DOOR NOA(NI) 10!05/16 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTAL XSECT. J ROSOWSKI �0 ; 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. �O S / COPYRIGHT02017 PGTINDUSTRIES,INC. NO CHANGES THIS SHEET. �g 04/05/17 �'i��st'•c�ORIDA,.•G�C��� 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR I INTERLOCKSM RIGHTS RESERVED '��S/ O i �NA REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR � � ��l11I I I I111`` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 A.LYNN MILLER,P,E --?)SEE SHEET-20-FOR SCREEN DETAILS. (941)480-1600 SGD.5470 NTS 3 OF 21 MD 5470.0 A p,E,yl gg7Dg ---------------- -- -------- -------- ------ CERTOFA .tf29 _____ _____ ____ AIL=E1 TYP.ANCHOR TYPE,EMB MENT DETAIL E2 DETAIL E31 DETAIL E4 DADEAPPROVEDMULLION,FBC INTO'MA80NRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL COMPLIANT ALUMINUM/STEEL !X BUCKSTRIP SUBSTRATE,SEE TABLE A,S EET 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. PER ANCHOR — NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A.SHEET 1 REQUIREMENT DISTANCE ''�j DISTANCE EMBED I EDGE DISTANCE Ir.. MENT ;' ` EMBEDMENT EMBEDMENT EMBEDMENT ; o' C_J 1 "MAX. s 1X OR 2X WOOD nn 1/4"MAX. B 1/4"MAX. 6 1/4"MAX. B / BUCKSTRIP,SE C1 6o ANCHOR NOTE B TYP,ANCHOR TYPE,EMBEDMENT AND TYP,ANCHOR TYPE,EMBEDMENT AND / ea SHEET 1 s EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 8 / 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS (L, FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, v V AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/18" HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112" EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT _PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT SILL RISER EXACT DIMENSIONS, p HEIGHT NOTE S.SHEET VARIES WITH Buiiddl 9iylongowith tho Florida REQUIRED NOA-No. C d 17.0420.07 EXTERIOR POSITIVE Expiration Data 04/21/2021 a DESIGN 390PSSURE. I-+— e O 82 SEE SHEETS .390—rr f t+ Miam-Da roauc don rai EXTERIOR 61 OR 82 7&8. .390—"1 I a r :i 28 OR 26 }-�- +,390 f 2.370 2.947 as #42 SHOWN LII 1.7l93 4.041 GROUT AS 1.917 114"MAX. "2 #43.45 ALSO APPLY .823 � L__ 2.887 L 3.484 a EEDED,SEE CHOR NOTE 13 2 t2 2-1TOTAL 080 �r-� 080 .060--u= 080 1--j I 5,SHEET 1 6 1/4"MAX. O o a SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER \\\ Y Ly 42(2-1/2"TOTAL O(3-1/2"TOTAL 44 (4-1/16"TOTAL O(4-5/8"TOTAL ��`�\�oN......NN,�j� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `����,•' \JGENSF-,!!� MBE0. ' E BEDMENT EDGE ;.* No.68705 MENT DISTANCE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = I •EDGE TYP,ANCHORTYP TYP.ANCHORTYPE, INSTALLATION,VERTICALX-SECT. JROSOWSKI p : '� ���; DISTANCE EMBEDMENT AND WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE ® ,� c�ORIDp,.•' �C��. CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PERSUBSTRATE, corrRlaHro IGH PGT SERVED lEs,INc. NO CHANGES THIS SHEET. 04/05/17 i"' (j'\ ALL RIGHTS RESERVED ''is7�NAl��\\� PER ANCHOR DETAIL F1 SEE TABLE A. DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR u� iir1Il11 l t W EQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY INTO WOOD (941)-480-1600 A LYNN MILLER,P.E. -- -- - THIS SHEET - --_--- ------- ---- — ---THIS_SHEET___ - - iSGD-54701 NTS 40F 21 $ MD-5470.0 A P,EN 687U5 -CERT:OFA .p292Be---- I 2 NI TE I R 71 354� 4 OD 26 71 IB (4)THRUKEEPER 0 2 28 C 28 37 00 MAX 16.6*O.C. INTERIOR 33 66 BB S E SHEEETD8" + INTERIOR DETAIL H2 19 EMFUOR 8D• c P B6 (4)THRU KEEPER Q MAX F"I OUTSIDE CORNER 3.6*O.C.,SEE SHEET 18 �❑ , 113A ,D 69 D (I 33 90° LI uO �� Q �❑ 39 26 OR 28 11 INTERI R 71r B4 MAX16.6'O.C. 26 OR 28 EXTERIOR EXTERIOR 135° IGa1 O 80° DETAIL G1 \,,/� DETAIL H1 MAX 18.6'0.0 135' t2 x"04 80• �] INSIDE CORNER OO INSIDE CORNER 44 EXTERIOR TERI 4+ EXTERIOR MAX(4) KEEPER 89 V 98 ® AX 3.6.O.C., SEE SHEET 18 Lj 'LJ 18 2 U �oPRODUCT REVISED Q �t�J Building comp)yIng wllh tho Plortda NOA- o Coda 17.0420.07 NOA-No. 135° 4 Expiration Date 04l21/2021 o INTERIOR DMlam-Da Product Con O u \� 2 NOTES q ov 1 j DETAILS APPLY T02,3 AND 4 TRACK CONFIGURATIONS. �1 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OD 26 00� QUANTITIES,SEE TABLES 1&2. ���1 33 3s 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \�.\ �pNY LYIyH� DEPENDING ON CONFIGURATION. MAX 18.6'O.C.66 _ No.68705 16 66 A, VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 _ * �•" (1)THRU KEEPER @ MEXTERIOR a.fi•D.C.,SEE SHEET+e AX DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI ` O sr E C 136• ® �i °tORIDA,.•' OUTSIDE CORNER COPYRIOKT0201LRI.H7 T.Pm INOusTRIEs,IlaO. NO CHANGES THIS SHEET. 04/05/17 s '••..,••„-. N 1070 TECHNOLOGY DR ',,�s����j L,EC`G``` N.VENICE,FL 34275 (941J-480-1600 _ SGD-5470� NTS � 5 OF 21 g� MD-5470.0 �� A A.LYNN MILLER,P.E. .OF AOTH.g292BB- _ ___ _ DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL ti CONCRETE/CMU ANCHORS FOR 21 zz PER ANCHHOROR • 1 .; Q EDGE INTERIOR POCKET �• INTERIa s1 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE,",. REQUIREMENT JAMB ,. 33 ze z7 AND EDGE DISTANCE PER ' I SEE FIG 1, SUBSTRATE,SEE TABLE A. •",'`.e. THIS SHEET o SHEET 1&NOTE 3,BELOW '.'• �,.; FIGURE 1.NTERLOCKS ATPOCKEfS: INTERIOR POCKETS MUST I INCLUDE ANON-STRUCTURAL, '.r.4 10 ' ' r FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER ,• .. OPT. 21 d _ �' ANCHOR 31 q I INFILTRATION. r'. 1/4 MAX• EMBEDMENT 17 P. d 10 17 OPT. .:b;•:'..:b .. :.; OPT. _ POCKET BY OTHERS,SEE NOTE 6 BELOW. F Id MENT•` EXTERIOR q o FOR DOOR HEIGHTS OVER 96" OPT. �n� 114"MAX. � . r +• ANCHOR V 10 B7 21.9 MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT EXTER OR CONCRETE/CMU SEE FIG 1;31 c� 114+++ EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER DISTANCE REQUIREMENT 2e 27 SUBSTRATE,SEE TABLE A,SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 B, 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,BELO BE A MIN.OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE FRAMING,SEE ANCHOR IS complying with the Florida lldl EDGE ANCHOR DISTANCE NOTE 3,SHEET 1 NOA-No.Cotlo 17.0420.07 OPT. DETAIL 13 DISTANCE OPT.ANCHOR Expiration Date 04/21/2021 INTO METAL EMBEDMENTi By 17 OPT. Q 17 OPT. Miami Product Contra EMBEDMENTDETAIL l4 114"MAX. q o X J �I INTO WOOD MM OR 10 SEE FIG 1, a SEE FIG 1, d THIS SHEET 31 �J THIS SHEET 30 � 27 RIOR 27 e1 EXTERIOR POCKET ONY LY�1N�i,���/ EXTERIOR POCKET NOTES 1¢.' No.58705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ) VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 2)REFER 70 ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. 4 J ROSOWSKI A 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. 0+�'•, sf p ,. l(�� 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. cowalOHT02017 POT INDusrrUPS,INQ A NO CHANGES THIS SHEET. AM 04/05/17 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. ALLRIGHTS RESERVED L 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR AM AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 - A.LYNN MILLER,P.E. — - - - - --- - _ --- (941)-480-1600 _ SGD5 OFAUTH.W18283_— TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal Reinforcement#29 80" 84" 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockattie Reinforcement#25 or#26 68.15/16"DLO Height 72-16/16"DLO Height 84-15116"DLA 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 B C D A I B I C D A I B I C I D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.f/-127.1 of +120/-120 psf +1029/-102.9 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 18 t/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1103+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 6 5 5 5 6 5 6 5 6 S MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-took 7 7 7 7 7 7 7 7 8 8 8 8 Oeslgn Pressure +106.3/-106.3 psf +10112/-100.2 psf +86.3/-85.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-118" Head/Slll C5+1 03+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 I C3+1 I C3+1 I C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 5 5 8 1 S _5T 576 5 5 5 6 5 Width P-hack 7 7 7 7 7 7 •7 7 8 8 8 8 Design Pressure +92.9/-92.9psf +87.3/.-87.3psf +73.8/-73.6 psf 31-1/8" Head/Sill C5+1 C3+1 I C3+1 I C3+1 C5+1 C3+1 C3+1 C3+1 C5+1C3+1 C3+1 C3+1 CL DLO Jamb 5 6 8 5 5 5 6 6 6 5 e 5 Width P-hook 7 7 7 7 7 7 7 7 E Design Pressure +78.4/-78.4 psf +78.4/-78.4 psf 37-1/8" Head/SIII C5+2103+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 42' DLO TABLE 61: Width Jamb 5 5 6 5 5 5 6 5 Wateklmited FIG 1: P-hook 7 7 7 7 7 7 7 7 aft (+)Design Pressure OH LENGTH DesignPressule +60/-60psf +60/-60psf +60/-60psf Sill Nom,Sill Max.(+)DP 43.118" Head/Sill C3+2103+1 I C3+1 I C3+1 C3+2 C3+1 C3+1 C3+1 I C5+2 C3+1 I C3+1 C3+1 Riser Height Allowed DOORASSEMBLIES 48" DLO Jamb 5 6 b 6 5 6 5 6 6 6 6 6 INSTALLED WHERE THE P4=k 7 7 7 7 7 7 7 7 8 8 8 B None 1-11/18" See Note 2 w OVERHANG(OH)LENGTH IS PRODUCT REVISED 42 2-1/2" +38,7 psf z as comp/yIng with the Florida EQUAL TO OR GREATER THAN Building Code 43 3-1/2" +60.0 p9f0 THE OVERHANG HEIGHT IS NOA-No. 17.0420.07 USED IN EXAMPLE ON SHEET 9 44 4.1/16" +60.0 psf EXEMPTED FROM WATER expiration Date 04/21/2021 45 4-5/8" +100.0 psf INFILTRATION RESISTANCE, By Miami-Da Fred—Control DLO WIDTH-NOM.PANEL WIDTH-8-9/16" I pill/, rr DLO HEIGHT=DOOR HEIGHT-11-1/16" �vvv v I PANEL HEIGHT=DOOR HEIGHT-2-1/2^ TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 No.ee7o6 t 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1: AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE im' J ROSOWSKI ��10O q � +�-f: 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 8t d RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE i MAY BE USED. COPYRIGHT 02017 PGTINDUSTwEa INC. NO CHANGES THIS SHEET. 04/05/17 +%,t�s'•,�IORIDP,,• 3)SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED - �i,�S,ONA� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR Jul 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 VI -6)SEESHEETS 11-18 FOR ANCHOR LOCATION-&SPACING—----- --------= _____ _- (941}480-1600 . SGD-5470 NTS 7 OF 21 MD-5470.0 i A a LYNN MILLER,P.e __"__ CERT.OFAU7H,p20786--._- __--_ __-__ __ P.F-1159705 1 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (far all approved conligtuations on Sheet 2) 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" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 68-15118°DLO Height 72-15116"DLO Height 84-15/16"DLO Height 96-15!16"DLO Height 108.15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anohor Group Anchor Group Anchor Group Anohor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A B C D A B C D A B C D A B C 0 A I B C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169,4/-169.4 psf +160/-160 psf +f37.1/-137.1 psf +120/-130 psf +f067/-1 f5.6 psf # ANCHORS THROUGH THE HEAD&SILL. FOR 3 ANCHORS 19.1/8° CLUSTERED 1 A REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 249 DLO Head/Sill C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+ MIDSPAN OF PANEL). _ Width Jamb fi 1 6 1 7 5 6 6 7 5 6 1 5 7 5 6 6 ti 1 6 6 6 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 1 7 1 7 7 7 7 7 7 8 8 8 8 9 9 9 1 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/-141.8 psf +133.6/-133.6 psf +113.8/-113.8 psf +99.f/-107.4 psf +87.8/-95.f psf PERPENDICULAR TO THE GLASS. 2&118" Headrslil C5+2 C5+1 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 C5+1 C5+1 C6+1 C3+1 C5+1 C5+7 C5+t C3+1 30" DLO Jamb 5 5 7 6 5 5 7 6 5 5 7 6 8 B 8 8 0 8 8 6 Width P•hcak 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1 10 10 10 Design Pressure +123.9/-f2a9psf +116.4/-116.4PSI` +98.5/-8.5psf I +85.3/•92.4psf +75.3/-81.6 psf FIG 1: 31-118" Head1Sill C5+2 C5+i C6+2 C3+1 05+2 C5+1 C5+2 CM78 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1M1010 C3+1 �LENGTH 38" DLO Jamb 6 6 7 5 5 6 7 7 5 6. 6 8 6 66 Width P-hook T 7 T 7 7 7 7 8 8 9 9 9 9 1010 DOOR ASSEMBLIES Design Pressure +104.5/-104.5psf +104.5/-104.5 psf +87.6/-87.8psf +75.7/-82paf +66,6/-72psf INSTALLED WHERE THE 37.118° Head/Sill C6+2 C3+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 C5+2 C6+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 05+1 C5+1 C5+1 03+1 M OVERHANG(OH)LENGTH IS ry 42" DLO Jamb 5 6 7 6 b 5 7 5 6 b 7 5 6 8 8 6 6 6 8 8 = EQUAL TO OR GREATER THAN Width 0 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 10 EXEMPTED FROM WATER Z Design Pressure +80/-80 psf +80/-80 psf +80/-80psf +60/-65psf +60/-65 psf INFILTRATION RESISTANCE, 43-1/8" Head/S111 C5+2 03+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1=CS+2C5+2 C5+2 C3+1 C5+2 03+1 C5+2 C5+1 C6+2 C3+148^ DLO Jamb 5 6 6 5 b 6 6 6 6 6 7 6 6 6 8Width PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 9 9 9 9 10 10 10 10 TABLE 82: as eomplying with tho Florida Design Pressure +74.1/-74.7 psf +74.1/-74.1 psf +63.8/-63.8psf Water-Limited Building Codo 49.118" HeadlSlil C6+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 17-0420.07 54" DLO (+)Design Pressure NOA-No. Jamb 5 5 6 5 5 5 6 5 6 5 6 5 ) Pxpiratlon Date 04/21/2021 Width SIII Nom.3111 Max.Mex. + DP P-hook 7 7 7 7 7 7 7 7 8 8 8 e Riser Height Allowed By Design Pressure ps p p Not available in these sizes. miuml- Product Contro +60/-60 f +60/-60 sf +60/60 psf None 1.11116° SesNote2 55'1/8" Head/SIII C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 03+1 C5+2 C3+2 C5+2 C3+1 42 2-112" +38.7 psf 60" DLO Jamb 5 5 6 5 6 b 6 5 5 5 6 6 43 31/2" +60,0 psf Width P•hook 7 7 7 7 7 7 7 7 8 6 8 8 44 4.1/16" +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/18" DLO PANEL HT HEIGHT EIQDOOR HEIGHT 2-=DOOR HEIGHT- 1/2" AN1/2^ LYNN \,%CENSE •.�� TABLE NOTES: ;' NO-58705 .1 VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 - y} 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 Q1� AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j J ROSOWSKI : A o �QY 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL e %'n '• <C/ RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRIGHT 02017 POT INDUSTRIES,INC NO CHANGES THIS SHEET. kA 04/05/17 1/ 0 <�RIOP,,• 3)SEE SILL RISER TYPES ON SHEET 4. /'��sr 1 V Aj 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR a� 5 REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 941)-480-1600 _NTS_ _8OF2i g q A LYNN MILLER,P.E. 8)SEE SHEETSI ( I-1B FOR ANCHOR LOCATION --------------- --- - ----- -. SGD-5420 -_MD-5470.0 _� A P.e.ifseTos CERT.OF AU7H.W19298 -- - EXAMPLE: U SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION- , INTERIOR CENTERLINE CENTERLINE FRAME JAMB REQUIRED HEAD SPLICE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTERIOR POCKETS 6" CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OFPANEL 1 OFPANEL2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.8 PSF POCKET BY OTHERS,SEE NOTE 8. SHEETS .♦2' `+2'ANCHORAGE, 2sowmAX. 6' 9" ANCHORAGE, SHEET 12 "+2'ANCHORAGE, MAX, SHEET 12 •C3'CLUSTER, °C3'CLUSTER, SHEET 12 EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE V SEE POCKET JAMB (MIN.)ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR E ERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TOAID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A Q CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE I� OFINTERLOCK OF INTERLOCK ANCHORINPORMATION. 6' CENTERLINE I CENTERLINE CENTERLINE MAX. OF PANEL I OF PANEL 2 OF PANEL 3 POCKETSY o 6 0 0 EXTERIOR INTERIOR OTHERS,SEE NOTE 8, 1 o 0 0 o/ jo 0 SHEET 8 +2 ^+2^ANCHORAGE. 26.318"MAX. 6^ ANCHORAGE,J SHEET II "+2'ANCHORAGE, MAX. SHEEi11 "C3"CLUSTER, '03"CLUSTER, SHEET II EXTERIOR 21 8" SHEET 11 SHEET 11 END ANCHORAGE 12"MAX. FRAME JAMB SEE POCKETJAMB (MIN.1 ANCHOR) MAX. REQUIRED@ INISTA IIATIONON SILL ANCHORAGE DETAILS O.C. INTERIORPOCKETS SHEET6 PXXX(3-TRACK) PRODUCT REVISED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 I'S eomplyIng with the Florldn FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BalldinB Codo +48.21-68.6 AT A NOM.PANEL SIZE OF 48"X 84.FROM TABLE 1,SHEET 7,THENOA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 4/21/2021 PRESSURE REQUIREMENTS. TO BE 26.918"O.C.OR LESS Dy FOR WOOD INSTALLATION USING ANY I He6d/slll I C3+2 Miam-Dad rodact Control ANCHOR IN GROUP A(SEE TABLE A),TA13LE Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 ILA 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: s^MAX, s"MaX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OFENDPANEL OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TOAID IN HEAD(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 EN TSILL(CLUSTER ANCHORS):HE INTERLOCK/ASTRAGALSHEET 11 FOR THE"C3"CLUSTER ANCHORS AT PER THE FIGUREISE ABOVE:HORS ARE NOT REQUIRED AS \`\\�``��ON.....?�¢ ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL y}; NO.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NIDA(NI) 10/05/15 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE lll £ J ROSOWSKI -gyp o � - � LOCATIONS OF CROSS-SECTION DRAWINGS. ® :��.' STA aTA '10 B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT02017 PGTINDUMMES,wa a NO CHANGES THIS SHEET. 49 04/05/17 ���t4s'•. RIDA,,. C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070ALL RIGHTS REGaMD — TECHNOLOGY DR /I�9NAL IEN`�`� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB;SHEET 3 N.VENICE,FL 34276 flfl _ __ (941)-410-1600 3 A LYNN MILLER,P.E. F)SHEET2IFORABILL-OFMATERIALS.— — PFi00K:-SHEETB- - - --- cr�r. PnuTH:aze2ae - IIISGD�470 NtS_ 9.OF21_a --MD-5470.0 4 A __ pE�saT6s_ SILICONE AA ELT BUM STRUCT SILI STRUCTURAL 1/4"NOM. 3116"NOM. POLYISOBUM:NE WITH DESICCANT DESIC1-1116°NOM. 3116°T GLASS 7s Te EXT.GLASS EXT.GLA 11116'AIR SPACE 77 76 3116'T GLASS — PAINTED! INT.GLASS LASS92 o as LAMINATED SURFACE OR KODISPACE SUPER UC�8'EXTE Ts •4SG TPS 7e SPACER"NXTTm PRODUCT I 1716°NOM. TOWARDS THE EXTERIOR. I D I SITE INTERIOR PRODUCT IS°INTERIOR- GLAZED°IFt/62-831S I Te TOWARDS THE INTERIOR. ALUMINUM ee REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENEVINT.SC.' 61WNOM, GLASS DETAIL 5/16"NOM. SEAL BUTYL& ICONE SEAL PRODUCT REVISED ROLL-FORMED DESICCANT as complying with the Florida FOAM STAINLESS STEEL NOTES: Building Code EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17-0420.07 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiration Dat 04112111124022.11 By "T"=TEMPERED Mi Mlam D e ro uc Control INT.GLASS LASS 77 DURASEALO XL EDGETM SPACER T3 SPACER *r' N0.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 — = GLAZING DETAILS J ROSOWSKI — �0 cOPVRIGHTozmT PGT INDUBTRIES,INC. NO CHANGES THIS SHEET. �9 04/06/17 ale jq 'F.ORIDA,,.•G��`��� ALL RIGHTS RESERVED 1070 TECHNOLOGY OR � — N.VENICE,FL 34275 i 941 80-1600 ---_----A.LYNN MILLER.P.E. I --- ---- - - ---- C(ERT-o}nuTH.-wase----- - SGD-5470 NTS-- -------------------- _10.OF21_ � MD-S_4.70A__�3 A_ P.E.tf6eT05---- _ SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK--- PANEL CENTERLINE PANEL_ CENTERLINE 4" CENTERLINE 4P CENTERLINE 4" CENTERLINE 4° EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-7RACK CLUSTER'C3" 2-TRACK CLUSTER'CS" V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "W ANCHOR LOCATION "+2"ANCHOR LOCATIONS •+3•ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" 4u 0 e ° o EhTEROR 3.22" EXTERIOR 3.22" EXTERIOR EXTEER10R 3.22 EXTERIOR 3-TRACKCLUSTER'C3° 3•TRACKCLUSTER'C5' 3-TRACK INTERMEDIATE 3•TRACKINTERMEDIATE 3•TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCKCENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 0 EXTERIOR 3.22 EXTERIOR 3.22" EXTERIOR EXTERIOR EXTE-iRyIOR 3.22" ID `� ID 4-TRACK CLUSTER v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS TV ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2`ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEORTE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK2.375" DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.379' 2,375" FOR ALL SILLS: Head1S111 1 asRompillingw With REVISED Florida \-""N V iLY111,`'''., Building yo go \ . .•••••• .N i Jamb 5 NOA-NO. 17-0420.07 �,• LICENSF �(���� FIGURES PERTAINTO THE FOLLOWING SILL F-h00k 7 Expiration Dato 04/21/2021 ���Y CLUSTER ANCHOR LOCATIONS: �-:• NO.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05!15 By - 0 Miam-Da Product Control ANCHOR LOCATIONS m` JROSOWSKI is I�•���� COPYRIGHT 02017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17 ,••.�RIDA,.••.01 ALL RIGHTS RESERVED .,,�ONAL IV-" � HeadlSIII 1 3 1 1070 TECHNOLOGY DR Jamb 6 N.VENICE,FL 34275 ___ -- --------- -F-haok 7 = - ----- ------- ---- -- ----(941)-480-1600--- - SGD-5470 -NTS- -1.1-OF-21 1 MD-5470.0- -A- - - --- - - -------- ----A L P�sa705 P.E --I— CERT.OFAUTH.829297 HEAD CLUSTER ANCHORS LAYOUT; HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL INTERLOCK4�� INTERLOCK-74" PANEL CENTERLINE 4" CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3.22" EXT'ERIO 3.22" EXTERIOR EXTERIOR 3.22 EXTJE�R,IOR 93.22" 2-TRACKCLUSTER•C3' 15 2-TRACKCLUSTER•CW 2TRACKINTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1•ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3°ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR .. PANEL PANEL PANEL INTERLOCK INTERLOCK— CENTERLINE CENTERLINE7 7 4„ CENTERLINE 4n CENTERLINE CENTERLINE 475' 4" EXTERIOR —moiM322- EXTERIOR —►I 3.22" EXT E RIOR EXTERIOR EXTERIOR ~'1 3.22" 3-TRACK INTERMEDIATE - 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER*C3* 3-TRACKCLUSTER'C5' '+I'ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANELPANEL PANEL INTERLOCK INTERLOCK—� CENTERLINE_ CENTERLINE CENTERLINE 4n CENTERLINE 4u CENTERLINE 4„ EXTTa IR,IOR --►#3.22' EXTERIOREXT�IE-IRyIOR EXTERIOR -RIOR EXTCEnR7IOR 4-TRACK CLUSTER \D 4-TRACK CLUSTER A 1 AN-TRACHOR INTERMEDIATE OCAT ON RI4T ANCHOR LOCATIONS t2' ¢T ANCK INTERMEDIATE NT RMEDIA E 1+3' "C3'ANCHOR LOCATIONS "CS"ANCHOR-LOCATIONS NOTES: FIGURES PERTAINTO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" FOR ALL HEADS: 2)TRACK-TO-TRA 9K DISTANCE IS 2.375" 2.375" FOR ALL HEADS: HeadlS(II 1 aasRicomplying yiREVISED the Florida \`� �Q YI LYNN///,,// FIGURES PERT" T0IHE FOLLOWING HERO P OOK 7 NOA-No. 17-0420.07 `N t.•' LtCENS�' ���'� CLUSTER ANOHOR LOCAMONS: •tt Expiration Dat©04121/2021 Z�, ND.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 sy _ A/� Miami-Da roduct Control -0 ' ANCHOR LOCATIONS B 1m* J ROSOWSKIJ�v ORION COPYRIGHT02017 PGTINDUSTF ES,[= NO CHANGES THIS SHEET. 04/05/17 11,7 , ......... Head15111 C3 1 ALL RIGHTS RESERVED- / �ONAt1ENYY`� Jamb 5 1070 TECHNOLOGY DR N.VENICE,FL 34275 P-hook 7 941 -480-1800=__- A.LYNN MILLER,P.E. - _ _ -_---( )- LL SGD=5470 =NTS- -12-OF-21- -MD-5470.0-- -/�- ---_----_-- —=-_---------=—P.Egb870S--- --- -------- _-- — --- - CERi.OF AUTH.fiTA2Aa P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW). FIGURES PERTAIN TOTHE FOLLOWING JAMB ANCHOR LOCATIONS: - r- 2.375" 4.75" 7.125„ rF e" MAX. HGadISiA C3+1 21.6" 21.6" 21.6" Jamb 5 MAX. MAX. MAX. EXTERIOR I P•hook 1 7 O.C. ExT—�loR O.C, aT�R O.C. OPT.ANCHOR C� TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" e" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAXI MAX. REQUIRED TO MEET MIN.EDGE DISTANCE 2-TRACK FRAME I ;-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD �jfJAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR, 12" MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X.500" ( -vem' SILL \ SILL EXTERIOR SILL (� EXE[OR EXE IOR e" (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190"; Z (6)TRACK WEEP HOLES \ OAT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X.190"; — (10)TRACK WEEP HOLES�� TO AID IN 24"@ 1.375"X.600- (1)WEEP NOTCH EVERY EVERY 24"@ EEP NOTCH X.1 9 EVERY ALIGNMENT 24"@ 1.375"X,600- (1)W 24"@ 375"X500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT 2 3&4 TRACKS PRODUCT REVISED `1t11 t I IJi��� as complying with the Florida LYNN OF ANCHORS REQUIRED IN THE P-HOOK. y BRlldin Code �� �Q.•••••••.. FIGURES PERTAIN TOTHE FOLLOWING POCKET JAMB NCA-No. 17.0420.07 ,`� �,•' �iCENSF•;�(���' IP-HOOM ANCHOR LOCATIONS: ExpiratlonOnto 04/21/2021 ; ,; NO.58705 •� VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 Mlam- adrroduct Contra '• A. S ANCHOR LOCATIONS C & J ROSOWSKI kAl VSTAIO �z COPYRIGHT02017 PGTINOUSTRIE%1NG NO CHANGES THIS SHEET. AI 04/05/17 _ HSBC/$III C3+� ALL RIGHTS RESERVED Jamb 8 1070 TECHNOLOGY DR N.VENICE,FL 34275 i'-hOC$ .7 - - - - - - - - - - - - - ----(941)A80-1600-_ - j - - - - - A.LYNN MILLER,P.E. --= ------ — -- SGD-5470 --NTS 130E 21- MD-5470:0— � A _— CER.O AUTH.QW, ---�-------- ---—P.E.8 E8705— ---- CORNER SI HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURESPHT F'OLLOWMG 00'CORNER SILL ANCHOR LOCATIONS 90" e 4" 4" 4" 4., e G Heed15111 MI 3.22" EXTERIOR 3.22"EXTERIOR P hook 7 2-TRACK 90'CORNER2-TRACK 90'CORNER 'C4"ANCHOR LOCATIONS 'Ca"ANCHOR LOCATIONS ID 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USEWHERE"C3'15SPECIFIED) (USE WHERE-05'IS SPECIFIED) 'C4'ANCHORLOCATIONSJZ "Ce°ANCHOR LOCATIONS _FL (USE WHERE'C3'IS SPECIFIED) V (USE WHERE'CS'IS SPECIFIED) \/ 0 4„ 4" PRODUCT REVISED 4" 4" Bul d ep!gIn with the Florida Building Code NOA-No. 17.0420.07 Expiration Date 04/21/2021 4„ 4" 4„ 43 a 9Y ' Mlam-Da rodue Control EXTERIOR 3.22" EXTERIOR 3.22" 3.22" 9-TRACK 3-TRA 3-22" �((�� 3-TRACKS06CORNER EXTERIOR 3-TRACK9D'CORNER EXTERIOR 'CA'ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS �J 'C4'ANCHOR LOCATIONS — 'C9'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) USE WHERE'C5"IS SPECIFIED) OvV I�YNN��''� 4„ u No.68705 S`P 3.22" 4" 3.22" S•c<ORI....•'G\��� EXTERIOR EXTERIOR EXTERIOREXTERIOR /� �Q N�� 4 TRACK 90'CORNER 4TRACK e0'CORNER T 4-TRACK 90'CORNER 4TRACK 90'CORNER �NAL T 'C4'ANCHORLOCATIONS 'CS'ANCHORLOCATIONS V "C4'ANCHORLOCATIONS 'C9"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE°C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.M 69705 FIGURES PERTAIN TO THE FOLLOWING"'V CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAL ANCHOR LOCATIONS; VINYL SLIDING GLASS DOOR NOA(NI) g 10/05/15 900 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Head/SI9 C3.1 Jamb 6 3)TRACK-TO-TRACK COPYRIGHT02017 PGTINCUSTRIES,WO. NO CHANGES THIS SHEET. �� 04/05/17 P'hCOn DISTANCE IS 2.376" EV2.375" 2.376" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR a�� N.VENICE,FL 34275 941 BO-1600 _ SGD-5470-NTS- =14 OF-21- i -MD-5470.0--- 4-A _ CERT.0F AUTH.02O HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLFIGURES LOWING ERTAIN 136•CORNTIIE OWINGER 6LLL ANCHOR LOCATIONS: 135 4" ° q" a4' 4., ° S03 - 1 XTERIOR 3 „ EXTERIOR EXTERIOR Jamb 5 q” P-hook 7 2-TRACK 135'CORNER " 2-TRACK 135 CORNER 2-TRACK 136'CORNER 2-TRACK 135•CORNER V C4'ANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS "CT ANCHOR LOCATIONS (USE WHERE'03-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'03'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 4" 4" 0322-aT 4" 4 o PRODUCT REVISED 4" as Comp Ing with the Florida Building Codo NOA-No. 17.0420.07 ° Expiration Data 04/21/2021 EXTERIOR EXT,EERI.IIOR EXTERIOR 15 V '5 BY 3,22" Mlom roduet Cantrol 3-TRACK 135•CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) (USE WHERE C3'IS SPECIFIED) (USE WHERE'C7 IS SPECIFIED) o 4" *;' No,68708 EXTERIOR EXTERIOR EXTERIOR EXTERIOR �Q'' S ` .�fly 3.22" 4-TRACK 135•CORNER 4-TRACK 135•CORNER v 4-TRACK 136'CORNER 4-TRACK 135'CORNER"C4'ANCHOR (USE WHERE'CW IS SPECIFIED)F ED) (USE WHERE CS S SIONSAPECIFIED) (USE WHERE C3 1 ISANCHOR LOCATIONS ED) (USE WHERE C6 IS PECI ED) ��� 1NA 1110 A.LYNN MILLER,P.E. NOTES: P.E.W Be 5 FIGURES PERTAIN TO THE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFMANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. R�T ANCHOR LOCATIONS E 1� J ROSOWSKI H6etUSlll Jamb 5t 3)TRACK-TO-TRACK COPYRIGHro201T PGTINDu RIES,INO. NO CHANGES THIS SHEET. AM 04/05/17 P-hook1 7 DISTANCE IS 2.375" 2.376" 2.375" ALL RIOHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34276 (941)440-10C0 SOD-5470-NTS- -15 OF 21- 9 -MD-5470.0- �`i A CERT.OF RUTH.A23233 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @_INTERLOCK OR ASTRAGAL: FIGURES BILL ro ANCHOR TIONS: SPLICED 61LL ANCHOR LOCA170NS: SPLICE LOCATION q^ LOCATION SPLICE LO ATION LOCATION OEI 4" —4" 4" E0 o o o 0 EXTERIOR 3.22" EXTERIOR —3,22^ EXTERIOR EXTERIOR He8d/3111 - 11 tJ 2-TRACK SPLICE � 2•TRACKSPLICE I 2.7RACKSPUCE �I ANCHOR LOCATIONS Jamb 5 'C4'ANCHOR LOCATIONS 'CB°ANCHORLOATIONS 'C4'ANCHORLOCATIONS �/ 'C5•ANCHORLOCA710Ns P-hook 7 (USE WHERE'C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'03-IS SPECIFIED) (USE WHERE'C5.19 SPECIFIED) SPLICE SPLICE SPLICE SPLICE OLOCATIONLOATIO 4.76" LOCATION 4" LOCATION 4" q^ e o PRODUCT REVISED EXTERIOR —4" EXTERIOR Building ung Co 3.22" EXTERIOR 3.22" EXTERIOR 4" as ldiIng with the Florida Bde ^ � 3-TRACKSPLICE 3-TRACK SPLICE NOA-No. 17.0420.07 IvL 3•TRACKSPLICE 3-TRACK SPLICE 'C4•ANCHOR LOCATIONS °C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS "CB°ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) EzplraUon Dato 04/21/2021 (USE WHERE'CT 19 SPECIFIED) (USE WHERE"C5'IS SPECIFIED) By miaml-ppab Product control SPLICE 4,75' SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOATION 4" O 0 D O 0 0 e _3 3.22" E EXTERIOR EMERIO EXTERIOR 3.22" EXTERIOR 411 ,�(�, 4-TRACK SPLICE +TRACK SPLICE ` ��•' yICEN �l� i 4.7RACK3PLICE V 4-TRACK SPLICE �/ ^C4'ANCHORLOCATIONS °CB'ANCHORLOCATIONS `QF '•Y •04'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS (USE WHERE'03-IS SPECIFIED) (USE WHERE'155-IS SPECIFIED) (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) z 7+•! No•6870$•' Sq 1'1' ORIDPI ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. //'01VAL ISV G,xx``` FIGURES PERTANTOTHE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.a5570a 3)TRACK-TO-TRACK J VINYL SLIDING GLASS DOOR NOA(NI) g 10/05/15 DISTANCE IS 2.375" 2,376" V6" FOR ALL HEADS AND SILLS: 1 ANCHOR LOCATIONS F m' J ROSOWSKI capYRIGHT a 2at'r PGTINDumIES,INC. NO CHANGES THIS SHEET. 04/06/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERvaD Head/Sill I (03Y1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34276 --- — P-hook }4 7 - _ - - - _-- —_- — - ----- -- ---- - - ______. (9410-1600SGD 5470 -NTS -16 0E-21 Ifil MD-5470.0—LILA = CERT.OF AUTA,82919a PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE q� i SINGLE SINGLE OUTSIDE 60° INSIDE SO' OUTSIDE 135' INSIDE 135° (j INTERLOCK �nivv. ASTRAGAL TYPES FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL I INTERLOCK INTERLOCK STILE W)HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED DOUBLE LOCKSTILE 1._Pvnivnn�� INTERLOCK T/� W LOCKSTILE SINGLEE F PP KL L TC TV TC.�+ INTERLOCK /", {/�/ ASTRAGAL OUT Itaoxour) I IHOKOV) SINGLE B �/ P A C -C C CSA SV SW SD INTINGLE DOU13LE ERLOCK INTERLOCK INTERLOCK n v �7 V �7/'"1 V V pCW IN �a+couq teG'IrrD r STILE DOUBLE LOCKSTILE TIRR R S S FC FD FV FW A INTERLOCK W LOCKSTILE D mJ J u ASTRAGAL LOCKSTILE J W)HANDLE tearoup (soxeq { ASTRAGAL DOUBLE S INGLE BOXOUTLR T J DS INTERLOCK TFRLCK LL W ASTRAGAL BDXIN /�(A) T /(,// J rrl J OUT.go- RECEIVER RE�`� CT CS CF a Asm�AL AT AS DF RECEIVER OUT.135• 1/ 1, PRODUCT REVISED ASTRAGAL*D-- T VS H F as comp)yln9 with the Florida RECEIVER Building Code NOA-No. 17-0420.07 IN.135' WT p�T WS WF ASTRAGAL V�I Expiration Date 04/21/2021 RECOVER By Mlam-Da Product Con of LEFT RIGHT PANEL - PANEL STILE STILE PANEL TYPE "P'SHOWN. 1 PANEL NOTES: Ly 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = N NOT AVAILABLE. = 0 PANEL TYPES �1 J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80". -0 � COPYRIGHT®2017 POT INDLISTRIES,ING NO CHANGES THIS SHEET. �� 04/05/17 '.,C`S'••:��oAlOa,.••'���` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DR '� L I�NGN`` TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 )-480_1600_ -_-_ L __ YNN MILLER,RE _ -1----- - -- - - - - - - - ---- -- -- - -- SGD-54701-NTS '17-OF21- -MD-5470.0-9 -A- aL P.Ef15870.7____—_ 640 F� --5.875--�f 10.635 2 .061 ICA° p O p .10D p 4 600 126.930 .550 762 w0100jHF1 1.812 o �J 1.fi81 062 � 1.928� d Q�� ��i �U FRAME SCREW 301 INTERLOCK CAP, 1Q 2 TRACK HEADIJAMB © 4 TRACK SILL COVER(PVC) Q ANCHOR PLATE Q9 TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 262 231 .060 -•j 2.060 r - -8.250 �j-7 8.250 1.435 +--�f.062 1.613 080 I( l�O�p OI T 100 1of 849 � 1.983 FH ❑ ❑ 1.813 ❑ o u 1.881 -^T•062 060 100 dG�®�� �� (5 BOTTOM RAIL 12 OUTER COVER I L 13 COVER CK 17 P-HOOK ADAPTOR 18 P-HOOK Q3 3 TRACK HEADIJAMB ®3 TRACK SILL SUPP094 125 540 "EINFORCEMENT .061 .229 2.976 1 +2.141 10.825 6.876 640 u075 LLLLLLF -.100 R 626 .500 If 2.607-�I1.408 } "j❑ ❑ 1.813 I E �ElU 81 f�x.062 �-�II--.062 �• .329 .100 f Q�] C,>] 1 18EXTENDED KEEPER I BAR GOVER ©BAR REINFORCEMENT �FIXED PANEL CLIP ®REINFORCEMENT KEEPERO5 PLATE 4 TRACK HEAD/JAMB 2 TRACK SILL 2.511 1-}--2.838-� -� 1.670 I+- 1,626 1,696 �- 1.595 r- �- •30911 3.483 ,126 2,896 -►+-.080 2.0173 099 j� 4070 .076 4.635 4'279 --.100 L 2.833 2.368 2.766 •400 2.768 I 2.210 090 2.118 300 ® 2.025 .312 ®INTERIOR JAMB COVER L I ❑ - �I -2.710�I Q 1.876 +- PRODUCT REVISED .110 I+- -►1 .182 .120 I x.182 as complying with the Florida 120 2.291 .100 TOP BOTTOM 6 TOP BOTTOM INTERLOCK.300 6 INTERLOCK.400 ®ASTRAGAL 30 EXTENDED POCKET 31 INTERLOCK 32 ASTRAGAL ADD-ON 33 PANEL STILE TOP BOA-NBuilding Code 17-0420.07 ©AND STILE © AND STILE ©REINFORCEMENT, ®REINFORCEMENT, 9 REINFORCEMENT INTERLOCK ADAPTER 0 ADAPTER 0 AND BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/21/2021 REINFORCEMENT 3.326 3,346a 3.462 NOTES: Mlam-Da roduet Control 1.472 +- 919 1)SEE SHEET 4 FOR 125 3'209 .080 3'713 090. ESILL RISERS. 2.1A125 .176 b 046 1.00 3.247 3.345 060 070 065 I 2)SEE SHEET 20 .300 1.170 229 I+-.919 FOR SCREEN PARTS. 35 135°CORNER 36 37 �8 135°CORNER 135°CORNER 136°CORNER 39 90°CORNER 40 90°CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL XRIOR CAP, INTERIOR CAP, ASTRAGAL EXTERIOR INTERIOR ASTRAGAIL ASTRAGAL CAP, L CAP, IN INCHES. T aO�Y LY1UN,r�'�i, 210 13 � 262-rI A VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 _= �+? NG.s87os 11.261 1.261 - : �� EXTRUSIONS J ROSOWSKI '7 TIAPo ,� @1-1/1.611W-11,16-1COPYRIGMTC2017 PGT INDUST RIES,INC. NO CHANGES THIS SHEET. 04105117ALL RIGHTS RESERVED FS'•��ORIDP..•'' BEVELED BEAD OGEE BEAD' 1070 TECHNOLOGY DR ,�� �'"is��NALiffilI&NG N.VENICE,FL 34275 --- - - - -- - _ (941)-480-1600 --_ _ _A_.LYNN MILLER,P.E. _ - ------------ --- - - - - --- SGD-5470 --NTS-- -18 OF 21- $-MD-5470.0--� -A - -- ----- -- ----------- CERT.OF AUIH.929290 � P.EIF 68705 -__-. _.--- - 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB 70 HEAD INTO FRAME JAMB CLIP INTO ATTACHMENT (4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT ea IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLACK Q TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X / o TABLE 1 ONE BLOCK THAT as 1,5"SMS SPANS BOTH PANELS. I 80 13 SMS d o zS FIXED PANEL CLIP \ \ FOCED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED s5 X 2-1/" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1l4"SMS #8X1" \ SMSso (4)'#10 zt BAR COVER \ -X 2"SMS Os 22 REINF.BAR et #8X 1-1/4"SMS � � KEEPER to (4)THRU KEEPER Q MAX 3.5'04,SEE SHEET 19 u�p as JAMB TO \r KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT LOCKING JAMB d / PRODUCT REVISED REINFORCEMENT PLATE �� eui d nsi�o°gewith the Florida ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER to NOA-No. d 17.0420.07 34-112"MAX O.C. OXXX SHOWN Expiration Date 04/21/2021 Mlam-D�r�et Control \ (4)#10 X ae 2"SMS so INTERLOCKINTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR \ I 24 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF,PLATE 2)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING, �``t`tt14Y LYN�����ii BOTTOM RAIL 04#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT it 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, SF''�!� (2)#10 X 1"SMS VINYL.SLIDING GLASS DOOR NOA(NI) 10/05/15 _= :' N0 58705 ' THROUGH SUPPORT, 92 PANEL -�° INTO PANEL ACCESSORIES INSTALLATION J ROSOWSKI =70= (( _ �as#10 X ASSEMBLY ® %�.n`.. >�d �": INTERLOCK SILL RETAINER 1-112"SMS ALL PANEL CORNERS COPYRIGHT 020LL +7PGTWDUSIVES,INC. k CORRECTED#98 kA 04/05/17 CLIP ATTACHMENT WELDED,NO ASSEMBLY ATECHT9 RESERVED �, S INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070 TECHNOLOGY DR �$ � �;�NA110 0%\ N.VENICE,FL 34275 ff�,� =--_---------_----_ ---------- --- - (941)•480_180 _--= 3 A.LYNN MILLER,P.E. -- ----- _ —— ------ - CERT.O-IfF AlICL k26266 SGD-5470-NTS-�-19 OF-21-c ---MD-5470.0--4 -A- -- - - --'P.E.if 687°5--------- — BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑��LL,, 103 133 182 126 �� 6 ❑� 106 1 3 6 ou 121 129 120 e� 102 119 111 106 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 1a0 • EXAMPLE 116 m2 32 1a1 33 111 l 0 b c= 121 108El F cEl p OOFGOR 6 _ j 111 Oa u 122 d 1 ROORO 116 198 1 OROo @ HORIZONTAL SECTION EXAMPLE 100 112 � 120 164 10z HORIZONTAL SECTION EXAMPLE I I 1.202-�•4--�-I 1.778 1.778 ;1135 .876 8T6 1.020 r+- ��050 -+►II+050045- J (9EEN OXO SCREEN 121 SIDE RAIN L, 122 ASTRAGAL. 1.983 1.r1f 1.874 j RAIL LATCH ADAPTER -a-II-�-.082 •--►11---.082 L -.0fi2 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN Bu(ding Coaewith the Florida 100 TOP RAIL 101 BOTTOM RAIL 1D2 SIDE RAIL J I.._,725 j 1.435 I�- NOA-No. 17-0420.07 127 765 t 782 I Expiration Date 04/21/2021 i OR .040 By 113 o 114 1.020 r- 1.593 1.373 1� 082 Miami-Dad o not control 161 r•- 126 123 SCREEN VINYL 124 FRAME SILL 2 R 4�oR�a 1.872 .083 z R00ROe O ADAPTER OREEN ADD-ON 055 1.833 a 1 1za 107 � 082 .372 L 103 BOX BOX SCREEN 104 SCREEN 1060XOSCREEN b�[� INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER `\1�l VERTICALSECTION NOTES: ```��•`�QYLYn EXAMPLE IN21����i I 1.306 1,487 1)ALL DIMENSIONS IN INCHES. .050 1.343 _ 1'487 1.510 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 No.68705 j— ' �-s 080 ' SCREEN DETAILS 1 m� J ROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® z E p lV 106 ASTRAGAL 107 SILLADD-ON (BAND JAMB ADD-ON COPYRIOHT02017 POTINOMMIES.INC, NO CHANGES THIS SHEET. 04/06/17 ADAPTER ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N.VENICE,FL 34275 A. ___ __-- __--- ----___----_----_------___-__—_-_ - (94.1)-480-1800---- SGDZ470 --NTS- -20 OF 21-1111-MD-5470.0-19717A ---- --LYNN MILLER,P.E -- _ CERT.OF AURi.620286 P.F-056706-- TABLE C. TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Dercrlpdon Material 1 19001 2-Track Head/Jamb Rigid PVC 40 18081 90'Comer Astragal Cap-Ext. Rigid PVC 100 12266 Bar Screen To?Rap 6083 75 Al 2 19002 2-Track Sill Rigid PVC 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 12267 Box screen Eceem Rail 6,363 T5 Al 3 19026 3-Track Head/Jamb Rigid PVC 42 19085 SIII Riser-(2-1121) 8063-Te Alum. 102 122268 Box Semen Side Rail 6053 T5 AI 4 19026 3-Track SIII Rigid PVC 43 19022A SIO Riser-(34/2') 6063-T8 Alum, 103 64428 Bcx Screen kt;eAec< Sm TS AI 6 19027 4-Track Head/Jamb Rigid PVC 44 1902M Sill Riser-(4-1/161) 6063-TS Alum. 104 17347A Box Screen Snap-on Bug Flap 6063 TS Al 8 19028 4-Thaek Sill Rigid PVC 45 19024A SIII Riser-(4.6/e") 606376 Alum. 105 e4246 Box Screen CM Astragal Adapter 3083 76 A) 7 19008 Frame Screw Cover Rigid PVC 60 718609W .187"x.3201 Rnseal(Stile) 106 17349 Box Seraen Astragal Adapter 6063 T5 Al a 19031 Anchor Plate 6063 T6 Alum. 61 71696K 1-1/2"x 1'x 314"Fin Seal Dust Plug t07 15039 Box Screen Frame Sill Add-on WWII Tri AI 9 19007 Track Insert 8083-76 Alum. 52 71896 Dust Plug 108 19036 Box Semen Hoad/Jamb Add•cn 5453 T6 Ai 10 19064 Interlock Cap-Extended Pocket Rigid PVC 80 419041 interlock Clip Cover PVC 109 720X1X 77420 x 1"MS @ Top rte0 SS 11 19038 Bottom Rail Support 6063 TO Alum. 61 78163X- Tandem Roller Assembly SS 110 72OX112K #14.20 x 1-1/4-'MS @ Bottom Ref 59 12 19006A OuterSlil Cover 6083 T8 Alum. 62 78163N Tandem Roller Assembly Nylon 111 717930 Watp,.270"x AW'.Fin Seal 13 1 19011 5111 Track Corer Rigid PVC 63 78)(FGFPTX 08 x 314"Ph.FH SMS @ Roller&Reinf. SS 112, 61805K Welp,.197"x,5001'@ Bug Flap 17 19032 P-Hook Adapter 8063-T6 Alum. 64 419042 Frame Header Block Nylan 113 7SRAZ Standard Roller Nylon 18 18020 P-Hook 8063-T6 Alum. 06 48062 Roller Ad].Hole Plug PVC 114 7ER4)( HD Roller SS 19 19047M Extended Keeper 6063•T6 Alum. 88 44385 4 Hole Bumper Stop PVC 116 ledes Screen Lcoking Hardware Steal 20 19029M Keeper 60631E Alum. 67 7OX114FPTX #8 x 1-1/4'Ph.FH SMS @Bumper Stop SS 116 41EC62 Screen Keeper Sisal 21 19014 Relntbrcement BarCm%er Rigid PVC 88 716980 Sill Plug PVC 117 76X1 PPA #8x 1"Ph.PH SMS Steel 22 19030 Relnfareement Bar 600545 Alum. 69 78185X Gemini Mortise Lack w/long Trim plate Steel/SS !1! 16034 ISomen Spline-.160"&-1W lhnyl 23 19037M Fixed Panel Clip 6063-T6 Alum. 70 71032X1 FPFX 1032 x 1'Ph.FH MS @ Look SS 118 1616c20 Screen doth Ff:e+glase 24 19038M Relnfareement Plate 6063 T6 Alum. 71 %odes Handle KB Cast znc TABLE E:STANDARD SCREEN 25 19017M Top Reil,Bottom Rail and Lookstile 6005-TS Alum. 76 Kommerling 4SG TPS Spacer system # part# Description Material 26 19048 Reinforcement Composite 76 Quenex Super Spacer nXr with Hot Melt Butyl see Sheet 10 for 120 12033 Screen Frame Roll 6063 T5 AI 27 1 18018M lintedock.300 RBlnforcemsnt,Std. 800518 Alum. 77 Quanex Dureseel Materials 121 120NA Semen Frame-Side Rail(Latch) 6063 78 AI 28 1 19013M I interlock.400 Reinforcement,HD 8006 TS Alum. 78 Cardinal X Edge Spacer 122 17383 screen 0XD Astragal Adapter 8003 T6 AI 29 1 19019M lAstmgal Reinforcement 6005-T6 Alum. 79 Dow Coming 995 or GE 7700 Sackbedding Silicone 30 18083 Extended Packet Interlock Adaptor 6063-T6 Alum. 82 19044 1-1116"Bowled Bead Rigid PVC 123 9012 screen Vinyl r Actragal Ad Adapter 8M PVC 31 19005 Intedook Adaptor Rigid PVC 83 19045 IAMB'Ogea Bead Rigid PVC 124 19012B Frame 918 Screen Add-on 8083 7 l AI 32 19008 Astragal Add-on Rigid PVC Be 71726K getting Block V x 4'x 11161,85+/-5 dura. Neoprene 126 BFP95K Bug Flap,85 . 5 dura. Vinyl 33 19004 Panel Stile,Top/Bottom Reil Rigid PVC g0 781 PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 128 78X112PSA75 #8 x 1-1/2'Ph.PH SMS(Assembly) SS 34 19040 Interior Jamb Cater 6083-76 Alum. 91 TOXI14PHPT41OX #8 x 1-114'Ph.PH SMS @ Reinf.Bar SS 127 712027 Comer Key Wheel Assembly(Standard) Nylon 35 19078 136°ComerAstragal 8083-Te Alum. 92 710X1PHPT18 8X- #10 x 1"Ph.PH SMS @ Roll support SS 128 712g27s3 Comer Key Wheel Assembly(HD) SS 38 19077 136•ComerAatregel peseite Mount 6063 T8 Alum. 93 710X115PPX #10 x 1-112"Ph.PH BMS®Fxd.Pnl.Clip 99 129 voice Screen Locking Hardware Steel 37 18079 136'Comer Astragal Cep-Ext. Rigid PVC 94 710X2.6PHPT18$X #10 x 2-1/2"Ph.PH SMS @ Relnt PletelAst. gg 130 710X34PPSDAX #!0x314"Ph.PH SMB @Screen Aet. SS 131 7SX12PPSMSX #8 x i/2'Ph.PH SMS @ DoorAet. SS 38 19080 135"Comer Astragal Cap-Int Rigid PVC 95 71420h2.26FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS 132 1692/3/4 Screen Spline-.145" Vinyl 39 18078 90'Comer Astragal 8083-Te Alum. Go 710X1.76PPX #10 x 1-3/4"Ph.FH SMS @Ast.Mount S31 1618020 Screen Cloth FI lass 97 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pk(.Int. SS 96 710X2PPX 1#10 x 2'Ph.FH SMS @ Keeper SS PRODUCT ggREVISED as d n lCondewith the Florida `\%%%1 t till[I ill,, 10A-No. 17.0420.07O•' •N� 'ice "ICE81 y �( Expiration note 04/21/2021 Q R••'•�t��� * No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 Er _ .. *, Miaml-Dade oduct Control' _-D PARTS LISTS J ROSOWSKI X700'" COPYRIOW62017 PerINOUMIES,iNa k NO CHANGES THIS SHEET. H 04/05/1ALL RIGHTS RESEVED 7 �'.�S '' oRIDP,.••' _�� NOTES: 1070 TECHNOLOGY DR_ 0�� ,�NAING`\\` 1)ITEMS#14-16,48-09,53-59,72-74,80,81,84,85,87.89,98&99 ARE NOT N.VENICE,FL 34275 - USED AND ARE NOT PART OF THIS APPROVAL.--_—- --- - - -------- - -- (941)480-1600 - __ SGD5470 -NTSill 21 OF 21- j --MD-5470.0--j 9-A --------- A.LYNN 0587MILLER,P.E. CERT.OF AU .R2929E P•E58705