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Home My WebLink AboutRevisions OFFICE USE ONLY: Q DATE FILED: (� PERMIT# REVISION FEE: 9�' l RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: /� DETAILED DESCRIPTION OF PROJECT REVISIONS: �a ' .n ' � PIP I IL CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE CO CERT.#: BUSINESS NAME: QUALIFIERS NAME: . ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): . FAX: OWNER/BTJILDE INFOR ON: t lz � NAME: �J ADDRESS: S CITY: l STATE: ZIP: PHONE AYTIME: FAX: ARCHITECT/ENGINEER 1NFORMA'fIO NAME-�-70 •J �. ADDRES : rye 0 CITY: STATE: ZIP: PHONE(DAYTIME):," ems— 2 AX: SLCCC: 9123109 Revised 06/30/17 1 FILE � ' Planning & Development Services Department �'� - Building & Regulations Division Product Review Affidavit Building Permit# 1910-5050 Owners Name John Sweeney Applicant: John Sweeney Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows L Mullions Fixed Glass LL Block Glass Skylights Sliding Glass Doors +28.5/-31.3 +60/-60 PGT 5570 NOA 17-0420.06 impact #12 SMS IN EACH FACTORY HOLE:1 3/8"EMBED W/1/4"ELCO 1 3/8"EMB Swing Type Doors +32.0/-34.8 +47.5/-47.5 PLASTPRO SERIES N FL#15170.5 impact #10 x 21/2"PFH SCREWS 6"CORNERS,14"O.C.1.15 MIN EMBED French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components.or cladding and I have approved their use in this structure. These products provide adec�> ,�>� I(kep � wind loads and forces specified by current code provisions. ��` .•�►�CLz& Todd N. Smith F • . Name: Signature =7�::• N�' 82 Design Prof: FI Engineer cent.No. FL PE # 42082 Date: la -7 g rAT OF '•:2 ` S 9/28/2020 Florida Building Cade Online 6.4 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search flodt . a Product Approval ' !, � 'T USER:Public User Product AD.prgval Menu>Product or AgplicatlQn Search>Application Us >Application Detail FL# FL15180-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. /b LOS ANGELES,CA 90045 (440)969-9773 Ext 16 / V oo rickw@rwbidgconsultants.com ®C�/'CWED FOR Authorized Signature Vivian Wright MDE COMPLIANCoL rickw@rwbidgconsulta nts.co ST. LUCIE COUNT Technical Representative Scott Johnson BOCC Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 COPY scottjohnson@plastproinc.com �IL Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 ronoc nnell@pl Ext 16 A�i. VISION ronoconnell@plastpro.com a Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15180 R2 COI (B)Certificate of 1ndeRendence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2605 ASTM G155 2605 hops/Avww.floridabuilding.org/prlpr app dU.aspx?param=wGEVXQwtDgsidcHd6iePBHCLWJ4zwVnPvL3WjjlhaHAgCZU6a6JPLkQ%3d%3d: 114 9128/2020 Florida Building Code Online ASTM G26 1995 TAS 201,202,203 199.4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15180 R2 Eo iv b)Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Date Revised 07/21/2020 Summary of Products FL# Model,Number or Name Description 15180.1 a.Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.1.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.1 for Design Pressure Ratings,any FL15180 R2 AE (b} yal 15180.i.pff additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15180.2 b. Smooth/Wood Grain/White 68"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes j LISI80 R2 II (b)inst 15180.2.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A 'Evaluation Reports Other:See INST 15180.2 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.2.pdf additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. 15180.3 c.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Single Door with"Impact" j Wood Grain/Rustic/Mahogany i Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) i Series N Fiberglass Door Limits of Use i Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 55180,3.psif Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 15180.3 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 115180.4 I d.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 11 (b)tnst 15180.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.4 for Design Pressure Ratings,any FL15180 R2 AE (b}Eval 15180.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes I particulars. 15180.5 e. Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) https:/Iwww.floridabuilding.org/prlpr_appjdtl.aspx?param=wGEVXQwtDgsidcHd6iePSHCLWJ4zwVnPvL3WjlhaHAgCZU6a6JPLkQ%3d%3d 24 9/28/2020 Florida Building Code Online Series N Fiberglass Door 1 f Limits of Use Installation Instructions Approved for use In HVHZ:Yes F1_15180 R2 II (b)Inst 15180.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.5 for Design Pressure Ratings, any ( FL15180 R7 AE (b) Eval 15180.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. `15180.6 f.Smooth/Wood Grain/White 68"Impact"Opaque Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany 1"Impact"Sidelites-Outswing (XX or OXXO-Configurations) i Limits of Use I Installation Instructions Approved for use in HVHZ:Yes ; FL15180 R2 II (b)Inst 15180.6.pc f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes rDesign Pressure:N/A Evaluation Reports Other:See INST 15180.6 for Design Pressure Ratings,any FL15180 R2 AE (b)Eyal 15180.6.ppp�df I additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. , 15180.7 g. Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Impact"' Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door iLimits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b) Inst 15180.7.pdf ` Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j ± Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.7 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180.7.pdf II additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15180.8 h.Smooth/Wood Grain/White ST"Impact"Opaque Fiberglass Double Door with or without I Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 R2 II (b)Inst 15180.8.pgf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports 1 Other:See INST 15180.8 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180.8.pdf additional use limitations,installation instructions and product I Created by Independent Third Party:Yes I particulars. 1 15180.9 I I.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Non-Impact" Wood Grain/Rustic/Mahogany Sidelites)-Outswing(OX or XO,OXO Configurations) Series N Fiberglass Door 1 Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL151B0 R2 II (b)-Inst 15180.9,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:See INST 15180.9 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.9.pr�f additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. r15180.10 V 1 j.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with!Non- Wood Grain/Rustic/Mahogany (Impact"Sidelites-Outswing(OXXO-Configuration) Series N Fiberglass Door iLimits of Use Installation Instructions Approved for use in HVHZ:Yes I FL15180 R2 Ii (¢) Inst 15130.10.�df 111 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.10 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180.10.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 11 15180.11 k. Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Non-Impact" Wood Grain/Rustic/Mahogany Sidelites)-Outswing(OX or XO,OXO Configurations) Series N Fiberglass Door .......... a s t p ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ��` w Smooth / Wood Grain / White Wood Grain . `a t� 9ooa Rust c /Mahogany 115.0"MAX.OVERALL FRAME WIDTH ALL Series N Fiberglass Door 37.28'MAX. _ o ERALL' aZ p� OUTSWING FRAME WIDTH ff FRAME WIDTH a b� �I I--1.50" g GENERAL NOTES "z I. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building z2 o Code(FBC)structural requirements includng the"High Velocity Hurricane Zone"(HVHZ(. 3 � 0. ' P m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base g 0 o a FCLI a material shall be beyond wall dressing or stucco. v O� a X oI a m 3. When used in the"HVHZ"it&product complies with Section 162..6 of the Florida Building Code and r T m a OX o 0 a does not require an impact resistant covering. a 4. When used in areas requiring wind borne debris protection this product complies with FBC Sections '1 m 1602.1.2&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 El996 and FBC Sections 1609.1.2.2& OXO ®® R301.2.1.2.1. _ O n a 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x E z buck masonry construction. 8 N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by e � a licensed engineer or registered architect. XO t--1' 7. Outswing configurations meet water infiltration requirements for"HVHZ". W s TABLE Of CONIENfS MAX. MAX.SiDELfTE DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) �' z SHEE71t DESCRIPTIONCONFIGURATION FRAME D.L.O. INSWING OUTSWING r S 1 Typicd elevations,design pressures&gonerol notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE o 2 Door anal etafls z 3 Stdellte panel detollsand Qlairing detail X 37.5"X 80.5" N/A +47.5 -47.5 +50.0 -50.0 4 Elevations die 02 21 12 z I> 5 Horizontal cross sections OX/XO 76.25"X 80.5" 20.5"X 62.63" +50.0 -50.0 +50.0 -50.0 SCALE. N.T.S. ° a 6 Vertical cross sections _ M.rrr: JK 6 X 7 Vertical cross sections +50.0 -50.0 CM ar: LFS 3 B Buck anc g OXO 115.0°X 80.5" 20.5"X 62.63" +50.0 -50.0 11 9 Frame anehorin we FL 15 . N 10 BFI of materials an cram Hants Fir 15180.5 6 SKU—I-of 1 DD Q u B d Pe INTERIOR o.Bt^ t2z _��•s`� ' -� 1.39 t�js u��9 41: . TOP RAIL (COMP.) ��j'• :� all; L fills lit% 8 z° STILEI. STILE FOAM CORE (CAMP.) IOCKBLOCK {COMP.) (POLYURETHANE- (20"LONG WOOD( EXTERIOR STILE REINFORCEMENT 1.9 PCF MIN.) STILE REINFORCEMENT (WOOD) (WOOD) z° 2 ifomzo AL CROSS SWUM ` 4 \ a o a 35.75'MAX. r $ o DOOR �. WOVEN d I PANEL WIDTH� .� FIBERGLASS INTERIOR EXTERIOR ) a 8 FO 0 7 — / sMc SH EXTERIOR OR SEE HARDWARE CHART00 ^F o DOOR SKIN DETAIL B 8 z d RR i; N Z U a 777777 HARDWARE TABIE OA 02 2t 12 n BOTTOM RAIL SME, N.T.S. 3 a MANUFACTURER MODEL (COMP.) o"'a g''° JK m cH&By. LFS KNOB: SIGNATURE SERIES n qD E KYlB(SEi 1 VERi(CAL CROSS SECTION onKwuio„o, DEADBOLI SIGNANRESERIES(TBB) a FL-15180.5 0 n �, SHEEr y of TO O 1.0 lip 1.27 0.81" GI 0.81" 1.27 �� EXTERIOR "`•��""" ,r3 CD ° STILE INTERIOR STILE - 1f111Ti� (COMP.) (COMP.) (COM) STILE REINFORCEMENT ~ STILE REINFORCEMENT (WOOD) d ed (WOOD) 1 HORIZONTAL CROSS SECTION FOAM CORE �`Z 3 (POLYURETHANE PCF MIN.)1.9 PCF MM.) STRUCTURALSIUCINE(DOW 995) —5/8"GLASS BITE d NON STRUCTURAL SEALANT EKT. o as 1"OVERALL GLASS THK. z$ o0 1/8"ANNEAIED GLASS Gl �o d 35JWID � R--� ✓-0.090'SAFLWPVB � � INTERLAYER F224. E=M X i/8"ANNEALEDGLASS INTERIOR EXTERIOR n.� o 3 20XI MAX. AIR SPACE � '^ D.L.O.WIDTH 1/IPTEMPERED GLASS 97-19 X W/4"PPH ALUMINUM SPACER / SELF DRILLING SMS 3A !NT. NON STRUCTURAL� G7 G[AILNG DETAIL u FIBERGLASS SKLN ^ E O (SEEDETAII� 8 8 O Iw m d ra p U INTERIOR G, O b O T WOVEN I FIBERGLASS ^ � n OA�� h N N O ] b n+ n CD i FIBERGLASS SIGN EXTERIOR BOTTOM RAIL a'z n ODIIJIEFRAME a+TF:02,12 1 12 9 COMP )� 3A (Alum.( 0.069iHK. ( .) SME: N.T.S. ffyp.QDL LITE FRAME DOOR SKIN DETAIL om BY, JK m D 2 VERTICAL CROSS SECTION o-Br LFS 3 3 Bwmxo Nog s 60 SIDELREPANEL FL-15180.5 0 N Sicer 3 OF 10 G Fv,CamWYlastpr0.Lic PERMANENryI.F7aida Product Approva[M-151801mPact Fiberglass Door-OotswinMC-Drawing"L-15180 6TH m.(2017)WL-151805-Bkxg 1-4 ln f C� 0 ❑ 4) Z V V O V m V N Z o•W x � p off❑ ww t„ V Ntt O O a 0 0 0 13 to W 0 nro.43409 PRODUCT: tloa,menb MoPmed Wy - PLASTPRO INC. Lyndon F. Sehmldt % „. 2+� NFIBERGLASS DOOR P.E. No. 43409 2 7 24 17 UPDATE 70 67i1 m. 2017 FBC JK PART OR ASSE48LY: SUILOINO CONSULTAHM WC. �I8�. p.• x v~j 4 I ZZ IS UPDATE TO 57N m. (2OT4 F@C ,rK P.O. Box 230, Vald., FL 33595 {0 Vt m NO DATE BY ELEVATIONS Pam. No.. 813.859.9197 REMSIONS FBPE CA. No. 9813 i 0 2010 R.W.!BUILDING DON6UI-0 INC. tD eMB.(rvP.) E 60 EXTERIOR 4 11 K E `�' �'►�^ D M EXTERIOR 27 10 Ile �mM • 4• ' �!!1l1111111 1 ` 1!! • I( SEE NOTE 1 40 • s' 8 • {NTERIOR •, �a " 7 40 INTERIOR J 21 20 " O.iS II L D a z 21 ZO 1-1/q"MfN. A C 21 20 C51NK75, o ° �•—CSINK EMB.ITYP,) ) C 1-1J4"M1N. o8 yc• L Ryp,) �^ ENIB.PP.) N a B C IORIZONTAL CROSS SEC71ON 5 HORIZONTAL CROSS SECTION i B 5 Shown W IX sub-buck 5 a� a 1 HORIZONTAL CROSS SECTION o 5 a a NOTE ' 1.Spacing for Item K-S from ends B8 and 7 more equafty spaced ofong 11 Waste 19 total). EXTERIOR 88 M 27 EXTERIOR 9 K SEE NOTE I 4T. 10 K na SEE NOTE 1 K i z a � s a H 60 40 7 ^p a 7 INTERIOR � INTERIOR 8 N-z 8 wTE:02121112 sous: N,T.S. 21 ?A L 21 20 L own.er: JK LFS 2 HORIZONTAL CROSSSECTiON 3 HORIZONTAL CROSS SEC110N 5°` 81 a 5 Shown with2Xreinforcoment 5 Shawnwithureinforcement a`""0 N0' n Ft—t5i60.5 0 sIdEf y5 ov 10 &ACf"rs\PLastpro,Esc PERMANENPA-Florida Product Appn7r&WL-151801mpoa Fiberglass Door-Ousving\C-1)17 VL-15180 GTH ED.(2017)\PL-15160S•8 1-6 ° v tn � n o v • s o r 70 t n ° 7 CID V .. ....7A A o v ° D• I-I/4'MIN CSINK J L to D° ease.(TYP.J gyp.) m m E Me.(TYP.) O.W •d ° t C1 � o fn ° T °v M m •v ° m A e v o.N �c N m D 4 dry m V ems• ' N o A 1 NIK EMe.RYP.) v .,J� '. 7 PROMM Doaurtuntr.P +b rn1^� _ r"-9 P(ASTPRO INC. Lyndon P.Ul 5etsmTet '� ►`.: �� 1 N FIBERGLASS DOOR P-E No. 43409 0 m r ` y N 2 7 24 T7 UPDATE TO 67H ED. 2017 FBC JK PART OR ASSEMBLY: VX��/E3UiLDING CONSULTAMS'ItTrC``, NO DATE UPDATE ro STH m. 2o1a FBC JK VERTICAL CROSS SECTIONS d l�vY Po. Eso: 230 votrteo. F-L WW5 Phone No.: 6T3.559.9197 REVISIONS FBPE C.A. No. 9613 O aos s R.W.6[DLG�QQZO7Dffi9L1'YA8011KQN0 CONIIOLTAMe INC. - - . �� ¥ , \ � � 2� ............ . . isP �U#m skme � \ / � �d2 at 5 / and _Um p total). }�k c z- \ )A d d y / \ ,\2 2 I)§ § !k © _§ $ © �z SL § sEEIqOiii m�® § a2 C; sEE �TEIK na EXTERIOR INTERIOR EXTERIOR INTERIOR & � I 7 £gct CROSS SECTION rymcl CROSS SECTION e 2 7 Shown mxsu"uck % b( � - \ ) § k � ƒ SEE m2, K411TEIIOR Imo EXTERIOR @ mo A§ 2 �� 0 H s�■, K |A 7 � ■ || D . \\/ ( . . • m-2 a _£ 2@ ¥rS ) a gmCl CROSS SECTION r4 VERTICAL CROSS 2Cno _» 2 • 7 , *_ L __NO. $ F,s m, ] � Qe • ''�� a 4" 4" i a ITYP.} 4' V as a .. :.(T1'P)� � •. I (IYP.) � I�P.) (ryp j� —` Z �l a •..+ II II D &JAMBS TYP.HEAD I I I I I I &J HEAD MASONRY TYP.HEAD MASONRY I I MASONRY I I I I &JAMSS OPENNG JAMBS OPENING I In ��1 & III JII 2XRE3NFORCEMENT II OPENING 2XREINTORCEMENi SHOWN FOR REF. I I I I SHOWN FOR REF. n m 2X BUCK ONLY 2X BUCK I I ONLY I I a m 2XBUCK _ ``'• II II Ii �� E �', •• ° Z BUCKANCHORING BUCKANCHORING BUCKANCHORING B N X OX/XO OXO �a? IR� CONCREFEANCHOR NOTES• 1.Concrete anchor locations at the comers may be a*tftd to maintain tha m1n. edge dktance to mortor Joints. 2,Concrete anchor locations noted as MAX.ON CEMER"mull be adAxted to motntatn the min.edge dklanm to morfarjoints,cddirlonof concrete anchors N i1 0 may be required to ensure the MAX.ON CENTER"dmonslon ors not exceeded. 3.Concrete anchortobte a AJv HdJ} ANCHOR, ANIN Ml CLEARANCE M1N CtEARANGE x u T3rP..E S1Zf EMBi UMENt ro N6>$4MRr TS/ADrAcEN}': DATE-02 21 12 i scvr: N.T.S. 9 IIW o 1 4" 1-1/4° r 4' M.me JK m' X'• TAPCON / EtGO 1/4" 1-1/4' 1" 4' asc,er LFS 3 ULTRACON DMlno NOs a WOODSCREWINSTA"50Nizm— FL—75180.5 N I.Maintain a mfiimurn 5/B-odge dklonce,I'end drone,81"o.c.spocing of wood screws to prevent the spfitNng of wood. Sx�r—6 or ja n b- G 61(TYP.) T,RYP) T(TYP.) '+ Fri 6•(TYP)—�{ jam' 6��')i I� 9a • 4 O C Z _ O _ L BUCK _ p� ea E a MASONRY L 2X BUCK 8 p- J IX BUCK to MASONRY e^O Eo MASONRY L TYPI to n OPENING TYP.HEAD OPENING ]YP 0 OPENING J 1XBUCK B _ _ FRAME 3 JAMBS FRAME M D F� JAMB HEAD AND ti� z ?X BUCK cI$ T^O L 2X BUCK L 1 ^O 2X BUCK H i H 1YP.®SILL— '.Y r D TYP. 111 H 1YP. p TYP.W 5ILL H@ SILL 0 0 O ®SILL 0 SILL .� _ 0 FRAMEANCHORING FRAMEAa HORING FRAMEANCONORING X _ph p_7p A z W B 0 to O� $ CONCREMANCHORNOTES.' �Y• 1.Concrete onchorlocallom of the wavers may be odjusled to mohlah the mh odgocbionco to morforJdnK 2.Concrete anchalocallomnotod os"MAIL ON CCilfER'must be adjusted to 1XBUCK IXBUCK H a mafnfofrt the min.edge distance to mortarJobNs addlltorwl concrete anchors G 9 may be mgL*vd to m uro the%(AX ON CENTER'damson are not moceoded. 3.Concrete ancharlobb M 2X BUCK 2X BUCK K ANCHOR ANCHOR s :MIN' -MIN CLEARANCE MIN CLEARANCE � � h r r rTQALASONR,Y TO}P6JACEM �� N z na TYPE SIZE EMBED MEFdY5. :,fDGE..'c AFlCNbR.. Z7:,• M am 02 21 12 i T APCON rtw • ,rA 14• 1-1/4• r 4" E: N.T.S. 9 / Etco 1/4• 1a/4• 1• 4' HINGE DETAIL JK m s" uLTRAc LATCH&DEADBOLT DETAIL anc M. LFS 3 ITW n 3/16• 1-1/4' S• 1-U=' BUdC aawoa no, 0 WOOD SCREW 07A"IION NOTES: FL-15180.5 I.Mo<nta n a mn4num SAI'edge dutance.I'Ond dWanee,f1 1"o.c.spadnp of STRIKE JAMB HINGE JAIN!! sHM'��'L Wood screws to prevent the sp6Hing orwwd. O MILL OF MATERIALS firm 1! DESCRtPRRH MATEWL t. = A 1X BUCK(SG>=0.55 WOOD � B 2X-BUCK(SG>=0,551 WOOD 011. &;t ��► 8 m n C i/4"MAX.SHIM SPACE '�i,•'-•.. •• '• �`� ,>Is; D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 4.Sb" E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO AC( CONCRETE C90 'r u 301 OR HOLLOW BLOCK CONFORMING TO ASTM G 3/1 d'X 3-1/4"PFH ITW CONCRETE SCREW STEEL � E j 6 ~ H 1/4"x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL II +I ao '�d J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ty 2 36"--f--2.2"A k . K #9 X 2-1/7'PFH WOOD SCREW STEEL z p L #10 X 21/2'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL D a M #8 X 2"PFH WOOD SCREW STEEL Jemb 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM 9 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 9 4"X 4"BUR HINGE STEEL o 10 #9 X i'PFIi WOOD SCREW STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL `^ 20 HNGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD —4•56 21 POLY FIBER JAMB COMP./VINYL aw 27 LATCH STRIKE PLATE STEEL m-ld 28 DEAOBOLT STRIKE PLATE STEEL ~ o 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD ON DETAILS 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCA Z.44�I--- 60 SIDELRE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4 k� 88 2X REINFORCEMENT(CLEAR PINE:SG>=0.491 WOOD D ID 21 Ply fber a.b 9 nv o a N N N [XL Z B8 QR 4.56" � 2.aY--j i i ry o a N-Z u° 2S OI /LNG TIIRFSf101D B�Q�P wtt;02 27 12 i JK m' cauc.m, LFS 3 Utu m"W FL-15180.5 a sr to 10 a IQ o I I R R W Building Consultants, Inc. yY D Consulting and Engineering Services for the Building Industry B r.v.00x:wvanrco,r »>r� ruuueou.o�y.y�yi Florida Board of Professional Enaincers Certificate of Authorization No.9813 i 'Pr B f R' 0 is 14, Product Sub Category 9 ry o Manufacturer Product Name- Category Plastpro Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Outswing-"Impact' Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E. (System ID#1998)for Plastpro Inc.,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 Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 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. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"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 E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.5 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-15180.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E CTLA 924W&924W1 TAS 201,202,203-94 Certified Testing Laboratories Ramesh Patel, P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96 ETC 08-209720609.1 ASTM D638-03,G155-05a ETC Laboratories Gudinder Dhami ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan, P.E. D1929-96, D638-03 2. Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropylene 15-1201.11 Saflex PVB Interlayer(Eastman Chemical Co.) S. Drawing No. Prepared by _.:;;, Signed&Sealed.by No.FL-15180.2 RW Building Consultants, Inc.(CA 49813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Seated by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and o� a Management Institute.certifvino that Plastpro Inc.is manufacturing products Lyndon F.Schmidt,P.E. FL PE No 43409 8/15/2017 Sheet 1 of 1 =`�" M IAMI.DADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) invw.minmidade.gov/economy j PGT Industries,Inc. 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable toles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. r ( This product is approved as described herein,and has been designed to comply with the Florida Building Code, 1 IN'p including the High Velocity Hurricane Zone. DESCRIPTION:Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed by �`� �E® A.Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of ® MP LIA Acceptance number and expiration date by the Miami-Dade County Product Control Section. co why MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ® 13CIE COO 1`� r LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series T. add �^ and following statement: "Miami-Dade County Product Control Approved",noted herein. 130 V RENEWAL of this NOA shall be considered after a renewal application has been fried and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the M materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by 1� the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. �� This NOA revises NOA#15-1210.01 and consists of this page I and evidence pages E-1,E-2,E-3&E-4 as well as C® approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI•DAI COUNTY NOA No.17-0420.06 W.M.-,e �/ !' f/I/S�r� Expiration Date: April 14,2021 ` Jf Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed bY Y�A.L Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8546,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.,FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8548,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBNHTTED B. TESTS(continued) 5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8549,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-tip drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638(samples A-1 thru A-22),dated I1/19/10,signed and sealed by Jorge A.Causo,P.E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6337(samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A.Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L.Miller, P.E. (Submitted under NOA No.15-1210.01) orge IV1.Plasencia,P.E. Prod -It Control Unit Snpervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS(cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their`Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc.for their"TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc.for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc.for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527,535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted wider NOA No.11-010704) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their"SentryGlas© (Clear and White)Interlayer",expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear,Clear and Color PVB Interlayers",expiring on 07/08/19. i Jorge M.Plasencia,P.E. Pd./duet Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition(2014)and FBC-6th Edition(2017), issued by manufacturer,dated 08/14/17,signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01,issued to POT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 03/03/16 and expiring on 04/14/21. Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Group Anchor Substrate Frama Member Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS 8t 900/1350 CORNERS I Distance Embedment MISSILE IMPACT RESISTANCE P.T.Southern Pine Head/Sill/Jamb 9(18" 1.318' GENERAL NOTES: (SG-0.55) P-hook atilt" 1.3/a• DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 412,steal SMS(GS)or Aluminum,6063•T5• Head/SIII/Jamb 3/B" 1/8" SEE TABLES 1,2&B1,62 0.125°min.lhlcknnss P-hook 318' Vir, 2)DESIGN PRESSURES: 41c s.s.SMS steel,A36 Head/SiIVJamh 3/a o.oso ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (Na.t1 Ihreadslia) (0.060'min.thickness) P-hook 3/8` 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steal Stud,A853 Gr.33• Head/SIIVJamb 310• 0.071"(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 0.071• In.tNckness P-hook 3/8' 0.071° 14 Ga. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4•Eloo Ullracon P.T.Southern Plno Jamb i" 1.3I8" 8. INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (Southem P-hook 1" 1.3/8, 1/4"Elco 410 S.S.CreteFlex P.T.Southem Pine HeadlSllVJamb 1' 13/8' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG=0.55) P-hook 1^ 1-316, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B 02,steal.oad acre.(G5) P.T.Southern Pine Head/SIIVJamb 9116" 1-3/8• 5N SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. sc P-hook 9 1.3/8• )INSTALLATION Concrete relo P-hook ill .3I0 1 ' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1/4"Elco Ult aco min.2.85 ks0 Haad/SIIVJamb 1.3116" 1.3/8' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES n Ungrouted CMU, Jamb 1" 1.114" (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C•so P-hook 1' 1-1/4" REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungrouted CMU, Jamb 1-3/4. 1-1/4' CAMBRIDGE 535753-09; 1/41 Elco 410 S.S.CreteFlex (ASTM C•90) P-hook 1-314" 1.1W GENERAL NOTES.............1 Concrete Heed/SgVJamb 1-3/16' 1-3W cEXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE min.3.35 ksl) P-hook 1' 1-3/4' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Haad/sill/Jamb 1.112° 1-316" INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.2.22 ksi P-hook t-t/z 11/4' EXAMPLE DP/ANCHOR TABLES........7 8 BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). t/a Elco 18-8 S.S. Ungroutetl CMU, Jamb 2° 1-1/a' EXAMPLE............................9 ( Aggro-Gatar ASTM G98 P-hook 2' 1-1/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southern Pine Head/SIIVJamb 1' 1-318• GLAZING DETAILS............10 i 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (sc=o.ss) P-hook 1^ t 31e ANCHOR LOCATIONS.......11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. Concrete Head/SIIVJamb 2.112• 1-3/8' PANEL TYPES...................17 ANCHOR NOTES: 114"Elco Ultrecon (min•2.86 ks) -ho Pok 2-112• 1.318" EXTRUSIONS.....................18 uneroutedcMu, Jamb 2•t12' 11/4' ACCESSORIES.... 19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D (ASTM CAO P-hook 2-1/2" 1.1/4" APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE concrete Head SIIVJamb 2-1/2" 1 3/4^ SCREEN DETAILS.............20 REQUIREMENTS. 1/4'Eke410 S.S.CreteFlex (min. .3 CMU, Jamb 2112* 1-3/8, PARTS LIST........................21 Ungra2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (gsTM c-so P-hook z-t12 +1/4` PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complying 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 Building Code GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, NOA-No. 17.0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By -, 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miami- a Product Contro BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fy I Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksi 120 ksi SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 90 ksl 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre•Gato* 57 ksl 98 ksi •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltraCon& 155 ksi 177 ksl • iii INSTRUCTIONS: - •ASTM E7300-09 ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksi 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum 16 ksl 22 ksi `\ON F LY/1J/y 7777�' SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI 8100.12 A36 Steel 36 ksl 58 ksl GLASS/REINFORCEMENT. •AISC 360-to Gr.33 Steel Stud 33 ksi 45 ksi ��' 110EN$F'•�� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL P' No•58705 1 PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR E =.* VINYL SLIDING GLASS DOOR NOA(LM) & 10/05/15 _ HEIGHT. 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ®F & �O,n. S A �•'N t DISTANCE. coPVRlcnr®zat7 PGrinOusrues,INC. a UPDATED TO FBC 2017,VINYL MFG. ao 04/05/17 '��57 '��RIOA,•'G��•` 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN ALL RICHTSRESERVED NAL PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR 7//r 111 I+j I 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-5570 NTS 1 OF 21 3 MD-5570.0 A A.LYNN MILLER,P.E. CERT.C AUTH.V292na N r1 P.E.#68705 I MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 < PER TABLES 1&2 PER TABLES 1&2 , PER TABLES 1&2 --I I _ MAX.UNIT C/ / I� MAX.UNIT a / ' / ' I� MAX.UNIT 3 ' ' I MAX.UNIT 3 N HEIGHT I^ HEIGHT / / e I' HEIGHT ' e I HEIGHT / /D / / s ig PER TABLES 1&2 I PER TABLES 1&2 / / I, PER TABLES 1&2 � Iw TABLES 1&2 POCKET I POCHt J I I I I POCI�T I 1 POCJ(ET I'9 L J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS F 4-PANEL CONFIGURATIONS CONFIGURATIONS a CONFIGURATIONS < a MAX.UNIT WIDTH MAX.UNIT WIDTH � MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH _ F I PER TABLES 1&2 a PER TABLES 1&2 ` PER TABLES 1&2 --I -7 G � _ SEE D I MAX.UNIT 5 MAX..UNIT T ' ' fi I� MAX.UNIT R ' / M. I°I HEIGHT / s e oT"S HEIGHT a I HEIGHT a 3 CC��77 I TABLES 1&2 / / SHEET. PER TABLES 1&2 / / / / / Ii PER TABLES 1&2 / / / / / ° �. POCKET I-- —I J CORNER,TYP. 5-PANEL CONFIGURATIONS a 6-PANEL CONFIGURATIONS a OVrSIDE CORNER SHOVM,INSIDE CORNERSWIAR a PRODUCT REVISED MAX.UNIT WIDTH - MAX.UNIT WIDTH as complying with the Florida Building Code NOM.PANEL WIDTH NOM.PANEL WIDTH �€\ Now-No. 17-0420.06 PER TABLES 1&2 PER TABLES 1&2 C7 Expiration Date 04/1412021 D _ D By , / a j I3 ' I I p Miami de Product Control 36 MAX.UNIT Id MAX.UNIT 3 a a a a e HEIGHT a a I a / Iw HEIGHT a a a a PER TABLES 1&2 � � � � � � / I� PER TABLES 1&2 POCKET I� /1 Z /Y /Y J J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS a CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO "0"=INOPERABLE PANEL NOM I PDTH ANEL WIDTIH=A ANEL NELIWIDTH+1-3/16" `�`\��oNY L..N!v 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB . C�•'' 'LiCENyF•;/( LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN „p"_POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" Q:' <�\ POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" � r' No.587p5 •� 2)9D°&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR NOA(LM) 10105/15 = D 4 EXAMPLE CONFIGURATIONS 14 J ROSOWSKI e 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND a REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® M ��oRtDA,..•' DETAIL LETTER COPYRIGHT ALLRIG T RESERUSTRIEs.IIJc. NO CHANGES THIS SHEET. &$ 04/05/17 �iS/()/V •• ccN(9�� ALL RIGHTS RESERVED PP�i NAL 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DRo N.VENICE,FL 34275 I---SHEET NUMBER 941 480-1600 T d A.LYNN MILLER,P.E. 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' ( )- SGD-557D NTS 2 OF 21 02 MD-557D.0 �g A P.E14 58705 • CERT.OF AUTH.N29286 `N DETAIL Al W METAL TYP.,SEE ANCHOR THRU 1X WOOD DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY I INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH �-j — 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, I HEIGHT IS OVER 95' 91 21 1g EMBEDMENT AND EDGE DISTANCE 71 o 9a MAX ze O.C. EDGE DISTANCE PER �� SUBSTRATE,SEE a / o o � q TABLE A,SHEET 1& - s6 NOTE 3,BELOW DAYLIGHT 10 INTERIOR r OPENING 25 6 I WIDTH a EMBEDMENT . q P P 31 EDGE �' d d o e (4)THRU KEEPER @MAX 98 EDGE /'`•' 80- 82 3.5'O.C.,SEE SHEET 18 DISTANCE DISTANCES 2s o 2e EXTEnRIOR NOTE 6, 94 I I 25 O 26 V 27 O 28 SEE NOTE 6, 1/4"MAX. 1L•' THIS SHEET I I SEE NOTE 6, THIS SHEET 1X WOOD 32 THIS SHEET EMBEDMENT e � � BUCKSTRIP,SEE SEE NOTE B,THIS SHEET 29 ANCHOR NOTE 3,SHEET 1 #8 X 3/4"SMS REINFORCEMENT SCREW;7 L———————� TYP.ANCHOR TYPE, 63 PER STILE,LOCATED AT CENTERLINE AND 6", PLATE AT HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY � EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAI ING I , L A2 INTERLOCK NTO MASONRY ``` FncTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTo2xwooD REQUIRED IF DOOR EMBEDMENT — FRAMING,SEE ANCHOR t8 DAYLIGHT 21 91 HEIGHT IS OVER90" 1/4"MAX.. NOTE 3,SHEET 1 —►i OPENING 22 I INTERIOR PRODUCT REVISED EDGE as complying with the Florida WIDTH I Bonding code 7 1 DISTANCE� � � NOA-No. 17-0420.06 TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET Lr EMBEDMENT'AND ze 2T ze R 2s Expiration Date 04/14/2021 EDGE DISTANCE PER 93 z3 a TYP.ANCHOR TYPE, I I 9y SUBSTRATE,SEE 8 Rao EMBEDMENT AND l? q Mlam-D a Product Control TABLE A,SHEET 1& 31 q o a F EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A.SHEET n d EDGE 4)THRU KEEPER @ MAX ° e o d 1&NOTE 3,BELOW EXTERIOR 98 3.6'O.0 DISTANCE �o LLLLJJJJ .,SEE SHEET 19 ,W lUURUU� PANEL WIDTH L b ____J �r 1/4"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR NOTES ANCHORS,SEE FIXED PANEL CLIP& EXTERIOR DIRECTION. ��`\' pNY LYNNItI 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. Pad • UCENS ';z�1r 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES,((( No.58705 - 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED 25 zs VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/16 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.is €b J ROSOWSKI FRAME ANCHOR LOCATIONS. STA 5 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD ON FOR COPYRIGHT®2017 PGTINDU®RIES,INC, a NO CHANGES THIS SHEET. ado 04/05/17 �� ''cZORIDP 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKSTa] 2e 1 D70ALL RIGHTS RESERVrD TECHNOLOGY DR o �'�S�aNA 1e\G S REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941}480-1600 ; A.LYNN MILLER,P.E. CERT.OFAUT-16098 �SGD-5570 NTS 30F 21 0 MD-5570.0 A RE.M 68705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DE DETAIL E4 TAIL E3 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY' FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT + DISTANCE DISTANCE EMBED- EDGE DISTANCE J. MENT / EMBEDMENT EMBEDMENT IEMBEDMENT 1/4 PMAX. 1/4"MAX. 6 n 1/4"MAX. 1/4"MAX. 1/4"MAX. Q BUCKSTRIP,SEE L� a QQ ANCHOR NOTE 3, 6 PaTYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND 63 SHEET1 E 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 6O 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / ASTRAGALS. _ 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-&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 PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT zs _PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING — FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 6, SILL RISER EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH gullding code REQUIRED NOA-No. 17-0420.06 ^ EXTERIOR POSITIVE Expiration Date 0 4/1 412 0 2 1 2s Gj DESIGN .390--�•i Fa- g Y PRESSURE, az 390� 1--- Mfaml-Da Product Control EXTERIOR SEE SHEETS 61 OR 62 7&6. '390_ -1 1-..�- � - F —f a - zs oR 26 L1, I I�—.390 2.370 2.947 33 4z #42SHOWN3.464 1.793 4.041 1/4"MAX. p43.45 ALSO APPLY .823 17 GROUTAS i III S 90 —ju-2 NEEDED,SEE 13 66 1.917ANCHORNOTE � U 060 60 .060 5,SHEET1 z 12 p 2-1/2"=l OTAL 91/4"MAX. a Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER �0 42(2-1%2"TOTAL a3 (3-1/2"TOTAL 4a(4-1/16"TOTAL a6 (4-5/8"TOTAL `�QNY.LYNN�/�+�� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��,• LICENSE',C�� EMBED- EMBEDMENT EDGE r No.58705 MENT " DISTANCE ti VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 _ �r EDGE TYP.ANCHORTYPE, TYP.ANCHOR TYPE, oINSTALLATION,VERTICAL X-SECT. q& JROSOWSKI =7C1 `-I>" y� :41j DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND STATEj�n- EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COPYRIGHT O2017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. as 04/05/17 '.C�`ss/F�ORIDP,•NG��`� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED PER ANCHOR DETAIL F1 SEE TABLE A, DETAI L F2 SEE TABLE A, 1070 TECHNOLOGY DR a �,,,�NAL I0��` REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO wooD THIS SHEET (941)-480-1600 SGD-5570� NTS ," 40F 21 03 MD-5570.0�.g A•LYPE.95875,P.E. CERT.OF AL tl2719fi q 2 Q 7 4 •INTERIOR C INTERIOR 4 25 OR 26 71 19 (A)THRU KEEPERc:D ' 2 O 69 98 @ MAX 3.6"O.C., 25 OR 28 37 96 MAX 18.5"O.C. INTERIOR 33 SEE SHEET 19 1 SB �f��I INTERIOR DETAIL H2 �o p 90, 90 (4)THRU KEEPER @ MAX to o �OR OUTSIDE CORNER a00 I I 3.5-O.C.,SEE SHEET 19 II 0❑ � 40 69 u Q INTERIOR �� 0 �❑ — — 39 25 OR h 51 94 MAX 18.6.O.C. HILT}�I EXTERIOR °4 EXTERIOR 25 OR 28 v 135' O V 90° 3s q o O33 DETAIL G1 +rFR DETAIL H1 MAX 111.6'O.Q(sa ❑� BO' INSIDE CORNER__ OO WSIDE CORNER -00 EXTERIOR INTERIOR 41 (4)THRU KEEPER 69 EXTERIOR 96 @ MAX 3.5"O.C., Jl, 1j. 1 SEE SHEET 19 — v T O o PRODUCT REVISED as eomplyin with the Florida Building Code NOA-No. 17-0420.06 �OO 135° 4 Expiration bate 04/14/2021 INTERIOR By Miami-D o Product Control 2 F� NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 OR 26 QUANTITIES,SEE TABLES 1&2. i177� 33 38 o 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, pt,Y.LYNIV 1, 35 DEPENDING ON CONFIGURATION. _Ic.ENSF �(� MAX 18.5"O.C.96 -- ^ Q•;' •�� 19 6s VINYL SLIDING GLASS DOOR NOA(LM) 0 10/06/15 N°•58705 (4)THRU KEEPER @ MAX 99 EXTERIOR g - z 3.5"O,C„SEE SHEET'19 DETAIL G2 & : CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI 7J �f F' <V OUTSIDE CORNER COPYRIGHT 02017 PGT INDUSTRIES,INC. K NO CHANGES THIS SHEET. i� 04/05/17 i�s '•:c<ORIOP.. \�� ALL RIGHTS RESERVED 1070 TECHNOLOGY DR �NALI1�� N.VENICE,FL 34275 (941}480-1600 SGD-5570 NTS 5 OF 21 o i MD-5570.0 �z A A.LYNN MILLER,P.E CERT.OF AUTH.N29296 q P.E.R 53705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR , t tol EDGE21 2x PERANCI'IOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE ':JAMB , 91 28 27 AND EDGE DISTANCE PER33 REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A,INTERIOR POCKETS MUST THIS SHEET30 SHEET 1$NOTE 3,BELOW ' ' FIGURE+,INTERLOCKS AT POCKETS: INCLUDE ANON-STRUCTURALFOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THOPT. POSSIBILITY OF WATER zt ANCHORINFILTRATION. MAX. at �7 ,a ,7 OPT. EMBEDMENT P .l :.t 17 OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. e EMBED:, EXTERIOR f FOR DOOR HEIGHTS OVER 96" MEf�T• OPT. 114"MAX.J q t ANCHOR to 97 MAX. ,e MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR CONCRETE/CMU SEE FIG 1,a, a d as q LTHIS SHEET AND EDGE DISTANCE PER EDGE PER ANCHOR R 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT �J d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET � s, - -- 21 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET.1 4,SHEET 1;ANCHOR LENGTH TO_ &NOTE 3,BELO BE A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE _ EDGE FRAMING,SEE ANCHOR as complying with the Florida EDGE DISTANCE yI�NOTE 3,SHEET 1 Building Codo DISTANCE� OPT.ANCHOR Noa-No. 17-0420.06 DETAIL 13 OPT.ANCHOR Expiration Date 04/14/2021 INTO METAL EMBEDMENT f By 17 OPT. I -� 17 OPT. Mlam- e Product Control EMBEDMENT 1/4" e o DETAIL 14 1/4"MAX o q wrow000 q MAX.. E ERIOR 18 SEE FIG 1, d THIS SHEET at c d SEE FIG 1, THIS SHEET 30 28 R 27 EXTERIOR 22 . v ��`t 21 91 EXTERIOR POCKET \ N�GENS�2j��'/�� EXTERIOR POCKET *; No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 NOTES 8 €€� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ® P-HOOK EXAMPLES,HORIZ.X SECT. Q m J ROSOWSKI ;7J0� STAYY o / 2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. coPvaioHr®zotT POT IROuBTRIEs,INc. rc NO CHANGES THIS SHEET. �� 04/05/17 '.,(cs -'"40RIO?••'G\?: ALL RIGHTS RESERVED 4)SEE TABLES 1&2 FOR REINFORCEMENT 5)INTERIOR OR EXTERIOR POCKETS APPLIC BLLEIREMENTS.FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR zo ��7i;S��NAL 1�?�`\ 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 ffi SGD-5570$ NTS i 6 OF 21 0� MD-5570.0 99 A A.LYNN MILLER,P.E. CERT.OF AUTR.429296 � P.EJi 68705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all apprmed configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 98" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 029 68-15/16"DI-0 Height 72-15116"DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A 13 1 C I D A I B I C I D A B I C D /CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60psf +60/-60psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 5 5 1 5 5 5 5 5 MIDSPAN OF PANEL). Width P-hook 7 7 7 7 7 7 7 1 7 8 8 8 8 - -TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/60psf +60/-60 psf +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 251/8" Head/Sill C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+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 c Width P-hook 7 7 7 7 7 7 7 7 8 B 8 8 5 Design Pressure +60/-60psf +60/-60psf +60/-60psf 31-1/8" HeadfSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 36" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 c Width P-hook 7 1 7 1 7 LIF 7 7 7 7 8 8 8 8 ZDesign Pressure +60/-60psf +60/-60psf +60/-60psf 37-1/8" Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 42" DLO TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited FIG 1: P-hook 7 7 7 1 7 7 7 7 7 8 B 8 8 (+)Design Pressure OH LENGTH DeslgnPressure +60/-60psf +60/-60psf +60/-60psf Sill Nam.Sill Max.(+)DP 43-1/B" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 +11 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed F DOORASSEMBLIES 48" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 = INSTALLED WHERE THE Width None 1-11/16" SeeNote2 PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 w OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-112" +38.7 psf = EQUAL TO OR GREATER THAN Building Cod. 43 3-1/2" +60.0 psf p THE OVERHANG HEIGHT IS NOA-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 4-1116" +60.0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 45 45/B" +60.0 psf INFILTRATION RESISTANCE. By =' Miami-D Product Control DLO WIDTH NOM.PANEL WIDTH- DLO HEIGHT DOOR HEGHT-11-1/16'/16 ��``��NdILYNN PANEL HEIGHT=DOOR HEIGHT-2-1/2" �` �0•• ""' �1/ '� TABLE NOTES: e t, VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05/15 =s4 i No.58705' _ 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 m J ROSOWSKI pO�L '' Q 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL �'` RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRIGHT®2017 PGTINDusTRres,iNc, a NO CHANGES THIS SHEET. k$ 04/05/17 '.��'' FCogIDP,-•'\?�` 3)SEE SILL RISER TYPES ON SHEET4. ALL RIGHTS RESERVEo �� s+ '• ..,.. C9�� 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � ��S1�III NAL.tN�`` 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 — 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5570,E NTS 70F21 ° A.IYNN MILLER,P.E URT.oFAuw.azszse pz MD-5570.0 A P,E.#5aros TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations 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, Glass Types 2 or 4 80" 84" 98" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 6846116"DLO Height 72-15116°DLO Height 84-16116"DLO Height 96-15116"DLO Height 108-15/16"DLO M�< THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grou MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A B C D A B C D A B C O A B C D A 8 CCONSIDERED,SEE TABLE 62,THIS SHEET. OF ANCHORS THROUGH THE HEAD&SILL.(EEC:FOR C3+1,3 ANCHORS Design Pressure +100/-100 psf +100/400 psf +100/-100 psf +60/-65ps! +60/-65 psf CLUSTERED AT PANEL MEETING POINTAND 1 ANCHOR REQUIRED AT 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 MIDSPAN OF PANEL). 24° DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 B 6 Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-{took 7 7 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 +100/400ps1 +100/-100psf +100/-100psf +60/-65ps! +60/-65psf PERPENDICULAR TO THE GLASS. 25118" Head/Sill C5+1 C3+1 C3+1 C3+1 lmll C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 30" DLO Jamb 5 5 5 5 5 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10.1 10 Design Pressure +100/-100psf +100/-100psf +60/-65psi +60/-65psf FIG 1: 31-1/8° Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 I C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 r Width s P-hook 7 1 7 1 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 r 10 10 10 F- DOOR ASSEMBLIES Design Pressure +100/-100psf +100/400psi +100/-foopsf +60/-65ps/ +60/-65psf INSTALLED WHERE THE 37-1/B" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 I C5+1 I C5+1 C3+1 s OVERHANG(OH)LENGTH IS 0 EQUAL TO OR GREATER THAN 42" DLO Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 xO P-hook 7 7 7 7 7 7 7 7 B 8 6 8 9 9 9 9 10 10 10 10 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER zDesign Pressure +100/-100psf +100/-1oopsf +92/-92 psf• +601-65ps! +60/65psf INFILTRATION RESISTANCE. 434/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb Width 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 1 7 8 1 8 8 8 9 9 9 9 9 9 10 1 10 1 10 10 TABLE B2: PRODUCT REVISEDas complying with the Florida WaterDesign Pressure +Bo/-80psi +80/-80psf +80/-Bo psi +60/65psi +54.11-56.7psf Design Pressure NOA-NBuildino. 491lB Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C0+49.61--.53.7psf C5+2 C5+2 (+)Design Pressure NOA-No. 17-042202 54" DLO Jamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 8 6 Sill Nom.Sill Max.(+)DP Expiration Date 04114/2021 Width �— P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 . 10 10 Riser Height Allowed By Design Pressure +80/-80psi +801-80psf +80/-80psf +59.1/-64psr None 111/16" SeeNote2 mla / Product Control 55.1/8" Hcad/Slli C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 CC5+2 C5+2 42 2-112" +38.7 psf 60" DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 B 6 43 3.1/2" +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 8 8 e 8 9 9 9 9 10 10 44 4-1116° +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" \�\`1\ON�LYNly, %,� PANEL HEIGHT=DOOR HEIGHT-2-1/2" \P=0,.' ,%rENsF'•.�(�� TABLE NOTES: * No.58705 �VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 U AND TABLE 62 DETERMINES THE WATER LIMITED(+)DP. S DP&ANCHOR QUANTITY TABLE i b' J ROSOWSKI 1J ', ` gP'T 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL © �O�., F TE OF C(�� RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. a (� [OR.OP,.•' , coPrRicMr®zon FertrvoustwEs,wc. NO CHANGES THIS SHEET. 04l05/17 �, S G 3)SEE SILL RISER TYPES ON SHEET 4. Av RicitrsRSseavEo ��S/ONAL ��l 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR rc n r 1,j 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-080-1600 8 � �� A.tYNN MILLER 58705' .E CERT.OF AUTn.A29298 y SGD-5570 NTS 8 OF 21 c MD-5570.0 A P,E258705 EXAMPLE. SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @INTERIOR POCKETS g• CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKETBY OTHERS,SEE NOTES, el _ SHEET 6 r -- "+2 "+2"ANCHORAGE, 25-318°MAX. g° ANCHORAGE, - "+2"ANCHORAGE, MAX. :,:�LAX. SHEETI2 SHEETI2 SHEETI2 CLUSTER, "C3"CLUSTER, EXTERIOR SHEET 12 SHEETI2 END ANCHORAGE S (MIN.1 ANCHOR) SEE POCKET JAMB EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ^ ----`- ALIGNMENT ALIGN THE HEAD OR SILL IF A `� SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FORADDITIONAL I(`OFINTERLOCK OF INTERLOCK ANCHORINFORMATION. 6° CENTERLINE I CENTERLINE CENTERLINE MAX. OF PANEL OF PANEL OFPANEL3 POCKETBY o 06 0 EXTERIOR INTERIOR OTHERS;SEE I _ NOTE 6, o 0 0 0 0 0 CC11 SHEET 6 .i2. 25-31e MAX. 6° ANCHORAGE, "+2"ANCHORAGE, "+2"ANCHORAGE, MAX. SHEETII SHEEP II SHEETII "C3°CLUSTER, 'C3"CLUSTER, EXTERIOR SHEET 11 SHEETII ENDANCHORAGE 12°MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN.1 ANCHOR) 15 MAX. REQUIRED@ I11A ATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS PXXX(3-TRACK) PRODUCT REVISED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1$2 — as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: rloa-tlo. 17-0420.06 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Data 04/14/2021 PRESSURE REQUIREMENTS. TO BE25-3Ie D.C.OR LESS By i FOR WOOD INSTALLATION USING ANY Head/S111 C3+2 _ Miami-Da product control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jal lb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 0 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINEOFENDPANEL 6"MAX. 6"MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS U THE To aID IN HEAD(INTERMEDIATE ANCHORSL 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"CT'CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS � LYN11/1�''�i,� THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: \��0,.••••••...27j( ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE �1GENs DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.58705 A 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 m J ROSOWSKI b LOCATIONS OF CROSS-SECTION DRAWINGS. ® %�0 '•. ![,�; B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGHTa1201T PGTINDUSTREB,INC. K NO CHANGES THIS SHEET. 04/05/17 FLOR+DP.• ALL RIGHTS NESERVED i��s •""" G�` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: D)SHEETS 4$18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD$SILL:SHEET 4 1070 TECHNOLOGY DR N.VENICE,FL 34275 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 A.INN MILLER,P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 ERT.C 480-1800 SGD-5570 NTS 9 OF 21 q{ MD-5570.0 a$ A P.E.#58705 CERT,OF AUTH.N29298 1-1/16"NOM. 3116"HS GLASS 0"PVB 3116"HS / 9 HS GLASS 3116'HS GLASS 3/16"HS GLASS 3116"ANN GLASS 75 76 .090"PVB .090"PVB .090'SG 7/16"AIR SPACE 77 78 3/16"ANN GLASS PAINTED/ 3/16"HS GLASS PAINTED/ 3/16"HS GLASS 3116"T GLASS— PAINTED/ PAINTED! LAMINATED LAMINATED LAMINATED 82 R 83 LAMINATED O 80 OR 81 O SURFACE es 88 OR 81 SURFACE O 81 o SURFACE SURFACE //� a EXTERIOR I a EXTERIOR I- -- a EXTERIOR a EXTERIOR � PRODUCT IS"EXTERIOR- I I PRODUCT IS"EXTERIOR- I \I PRODUCT IS'EXTERIOR- I I PRODUCT IS"EXTERIOR- GLAZED"IF#80.81 7/8'NOM. GLAZED"IF#80-81 IS 7/8"NOM. GLAZED"IF#80-81 IS 7/8"NOM. GLAZED"IF 982-83 IS 7/8"NOM. TOWARDS THE EXTERIOR.I D I GLASS IS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR I I GLASS BITE I I BITE I I BITE I I BITE a INTERIOR I a INTERIOR I a INTERIOR I a INTERIOR PRODUCT GLAZED"IF#80 SIOR- i I 79 GLAZED'IF#80-81PRODU IS 79 i I 79 GRLAZED"IF#80.81 IODUCT S I I 79 GLAZED"IF#82-83 S PRODUCT IS R I I 79 TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. SEENOTE 2, SEE NOTE 2, 85 SEE NOTE B5 SEE NOTE 2, THIS SHEEP THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "T°=TEMPERED STRUCTURAL 1-1/16'NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER SILICONE 3116"HS GLASS 3/16'[IS GLASS BY KURARAY AMERICA,INC. STRUCTURAL 1/4"NOM. FOAM 3116°NOM. .090"PVB .090"SG "SG'=.090"SENTRYGLASO INTERLAYER POLYISOBUTYLENE WITH BY KURARAY AMERICA,INC. ` WITH DESICCANT DESICCANT \0 3116"HS GLASS 75 76 3/16"HS GLASS 75 76 i EXT.GLASS EXT.GLASS 7/16"AIRSPACE 77 78 7/18"AIRSPACE— 77 78 PRODUCT REVISED f 3116"T GLASS 3/16"T GLASS as complying with the Florida PAINTED/ PAINTED/ Building Code 82 OR 83 /�—LAMINATED 82 OR a3 LAMINATED NOA-No. 17-0420.06 / SURFACE O SURFACE `CJ Expiration Date 04/1412021 INT.GLASS INT.GLASS �1 EXTERIOR i \ G]EXTERIOR \ By PRODUCT IS-EXTERIOR' I PRODUCT IS'EXTERIOR- I t 76 KODISPACE 76 SUPER I Mlamh ad induct Control GLAZED"IF#82-83 IS 7/8"NOM. GLAZED"IF#82-83 IS � I 7/8"NOM. TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I GLASS 0 4SG TPS SPACER®NXT IM I I BITE I I BITE (j INTERIOR I �INTERIOR I I ALUMINUM PRODUCT IS*INTERIOR. I I PRODUCT IS"INTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED"IF#82.83 IS I 70 GLAZED"IF#82-831S I I 79 BUTYL TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. _ I SEALVI 5/16"NOM. I I I 5M6°NOM7 / BUTYL / LICONE SEAL SEE NOTE 2, l./ ee SEE NOTE 2, 88 ROLL-FORMED THIS SHEET' THIS SHEET DESICCANTAM STAINLESS srEEL GLASS TYPE 3A GLASS TYPE 4 LYNryg EXT.GLASS EXT,GLASS NOTES: BACKBEDDING SURFACES SHALL �`�a'��.'''•UDENSF•��(�� NOT BE PAINTED OR LAMINATED. _ VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 'ti9 i No.578706 INT.GLAss GLASS 2)PRODUCT MAY BE EITHER o GLAZING DETAILS jm J ROSOWSKI INTERIOR OR EXTERIOR GLAZED, DURASEAL® XL EDGET"' PROVIDED THAT THE"HS"SURFACE COPYRI11T®2017 POrlNousrwes,INC. NO CHANGES THIS SHEET. �0 04/05/17 ALL RIGHTS RESERVED n to OF LAMINATED GLAZING UNIT IS SPACER SPACER ADHERED TO THE GLAZING LEG. 10 N.VEN CE,OGY FLO342755R �la fill (941)-480-1600 SGD-5570 H NTS 100F21z MD-5570.0z A A LYPEA58705 PE CERT.OF AUTH.1129290 "+ I I I SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4n CENTERLINE 4n CENTERLINE 4" — 4° EXTERIOR EXTERIOR EXTERIOR EXTE RIOR EXTERIOR 2-TRACK CLUSTER"C3' U 24RACK CLUSTER'C5 2-TRACKINTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3`ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL INTERLOCK 4" CINTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4° CENTERLINE CENTERLINE 4" 4 o EXTERIOR �+ 3.22" EXTERIOR 3.22 EXTERIOR EXTERIOR 3.22" EXTERIOR --►^+ 3.22" 3 TRACKCLUSTFR",3' � 3-TRACK CLUSTER"C5' 34MCK INTERMEDIATE 1c, :TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCAT70NS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2"ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE�I CENTERLINE 4" CENTERLINE 4" I 4•� 0 0 0 OR 3.22" EXTERfOREE 3.22 EXTERIOR EXTffftIOR EXT�EnRyfOR 3.22° 4-TRACK CLUSTER ID 4-TRACK CLUSTER U 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 'Cr ANCHOR LOCATIONS 'CS'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: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TR t5" DISTANCE IS 2.37755"" 2)TRACK-TO-TRACK FOR ALL SILLS; DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUyTGRE ISED with the rids \``I�NYILYNN HeadlSill C+1as Jamb 5 gild.0 ode �0..••••••.. NOA-No. 17-0420.06 a�; LICENSE'•,l� FIGURES PERTAIN TO TIDE FOLLOWNG SILL P-hook 7 ` `i',• •�-fS i CLUSTER ANCHOR LOCATIONS: Expiration Dat004/14/2021 _� NO.58705 ' 21 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Dy Miami-O a Product Control ANCHOR LOCATIONS A m J ROSOWSKI �p� lip, OF lV�� COPYOGHT R?GHTS RESER�TRIE%INC. K NO CHANGES THIS SHEET; �@ 04/O5/17 /��!S;S70NAL IE'v ALLHead/Sll C31 1070 TECHNOLOGY DR if Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 SGD-5570 NTS 11 OF21 MD-,5570.0 �? A A.LYNNM' T.,P.E. CERT.OF AIITH.d1B298 N P.E.N T. I HEAD CLUSTER ANCHORS LAYOUT: HEAD"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" INTERLOCK— 4" PANEL CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE 7 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"C5' 15 2-TRACK INI ERMEDIATE \/ 2-TRACK INTERMEDIATE 1J 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "W ANCHOR LOCATION "-2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR CENTERLINE INTERLOCK NE 4" CENTERLINE 4„ CENTERLINE CENTERLINE PANEL PANEL CENTERLINE 4.75" 4" EXTERIOR -mot 3.2Z EXTERIOR �y 3.22" EXTERIOR EXTERIOR EXTERIOR --�'-1 3.22" V 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER'CS" 3 INTERMEDIATE1'ANCHOR 3-TRACK INTERMEDIATE I-L 3-TRACK INTERMEOIATF ANCHOR LOCATIONS ANCHOR LOCATIONS '+2•ANCHOR LOCATIONS �J '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4„ INTERLOCK—.�� 4„ CENTERLINE PANEL PANEL 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE —_._.. EXTrI v E-IRyIOR — 3,22" T===q L - t = EXTEETRIIOR 3.22" EXTERIOR EXTERIOR EXTERIOR i32 2" v 44RACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE-+2" 15 4-TRACK INTERMED0,TE'+3' 'C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS "+1'ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: FIGURES PERTANTOTHEFOLLOVIMG l,;— 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, INTERMEDIATE ANCHOR LOCATIONS: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2,376" 2.375" 2)TRACK-TO-TRACK FOR ALL'HEADS: DISTANCE IS 2.375" 2.376" FOR ALL HEADS: PRODUCT REVISED yY LYNN�''�, Head/Sill C +1 as pomp%Ing with the Florida �� ,,, , Building Code �� - •1,...... ( ��FIGURES PERTAM TO THE FOLLOVNJG HFJIO Jamb 5 NOA-No. 17-0420.06 P �(� CLUSTFR ANCHOR LOCATIONS: P-hook 7 0 EXPiratlon Date04114/2021 _,yi.;: No,58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Dr - I.�,;.d.-t `. ANCHOR LOCATIONS B � J ROSOWSKI O COPYRIGWO2017 PGTMDUSTRIES,INC. C NO CHANGES THIS SHEET. mg 04/05/17 S lVAL G Head/Sill C8 1 �"',ALL RIGHTS RESERVED �Q 00N Jamb 5 1070 TECHNOLOGY DR F�/Ilrr11111`, P-hook 7 N.VENICE,FL 34275 (941)•480-1600 SGD-5570 j NTS 12 OF 21 h MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF PIITN,it29298 P.E.115ST05 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB A14CHOR LOCATIONS: r '2.375" 4,76" 7.125" 6" MAX. 21.6" 21.6" 21.6" J Ha C3) ammbb 5 MAX. MAX. MAX. I P-hook 7 O.C. EXTR1OR O.C. EXTERIOR O.C. EXTERIOR OPT.ANCHOR � } 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" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX. MAX REQUIRED TO MEET MIN.EDGE DISTANCE 2 T RA RACK FRAME I 3-TCK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY i BE TOWARD THE INTERIOR OR EXTERIOR. I i 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES II (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" I}' PER END @ 1"X.500" SILL \ SILL EXTERIOR SILL 3 C3 EXTERIOR EXTERIOR 6"MAX, (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190";—/ (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190';� — EVERY 24"@ 1.125"X.190"; TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.500" • 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED as complying with the Florida 1\�� Y LYNN OF ANCHORS REQUIRED IN THE P-HOOK. g C 0�.--•••... Building ode � � FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB NDA-No. 17.0420.06 \ �'�•••'-LICENSE'•. P-HOOK ANCHOR LOCATIONS Expiration Date 04/14/2021 mz Na.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By —`- Mlaml-Da Product Control --0 � o ANCHOR LOCATIONS C m` J ROSOWSKI �P0— ST p a a b i�s '•F6DRIDP.•''G\�� HeatllSlll }1 COPYRIGHTV2017 PGTINDUST RESERVED IES,INC. NO CHANGES THIS SHEET, rc 04/05/17ALL iS�ONALIEN�� 1070 TECHNOLOGY DR Jamb 5 N.VENICE, v,FL 34275 P-hook 7 (941)-480-1600 SGD-55701MI NTS 130F21 oz MD-5570.0 z1 A A.LYNN P.E.N 60705958705,P.E, CERi.OFAVTH.W2829S - I IGURES N TO EE HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FLLOWINPERTAIRNER SILL FOLLOWING 90'CORNER SILL ANCHOR LOCATIONS: 4' 4„ 4" 4„ 4 4^ 4" 4" o ° ° HeedlS)II 1 Jamb 5 3.22" EXTERIOR 3.22°EXTERIOR P-hook 7 2-TRACK 90-CORNER n 2-TRACK 90'CORNER 'C4'ANCHOR LOCATIONS rl 'CB'ANCHOR LOCATIONS 2-TRACK SO-CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE-Cr IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS f'� IC6"ANCHOR LOCATIONS _I I (USE WHERE"C3"IS SPECIFIED) 5 (USE WHERE"C6"IS SPECIFIED) 0 L PRODUCT REVISED &3.22- 4" oa c Iyi.9 with the Florida 4" Building Code Non-No. 17-0420.06 Expiration Data 041l412021 4„ 4„ B 4" 4 Miami-D a Product Control EXTERIOR 3,22 EXTERIOR 3-TRACK 90'CORNER 3-TRACK 90'CORNER 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'CV ANCHOR LOCATIONS `/ 'CG'ANCHOR LOCATIONS ,C4'ANCHOR LOCATIONS t y 'C6'ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE TV IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) v (USE WHERE'C5'IS SPECIFIED) v N....../V j�''•. q" 4" 4,. 4„ `�PCl•. \IGENSF'.C� 4„ No.58705 ° 4' 4„ 10 STATE F 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90'CORNER 2' EXTERIOR EXTERIOR 4" 3 22" EXTERIOR SiONAL 13. � 4-TRACK 90'CORNER 4•TRACK 80'CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS <C6"ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.6 GB705 ' FIGURES PERTAIN TO HE FOLLO IN 00'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.HEAD VINYL SLIDING GLASS DOOR NOA(LM) Im 10/05/15 90^ 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS Dm J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. PENESHaadlSlll C 1 ,`, 5 3)TRACK-TO-TRACK copyRIGHr®2at7 PcrlNousrRiEs,INc. NO CHANGES THIS SHEET. �� 04/05117. P-hook 1 7 DISTANCE IS 2.375" 2.3751, t2-375" ALL RIGHTSRESERYED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-460-1600 SGD-5570 1 NTS 14 OF 21 1£ MD-5570.0 A CERT.OF AUTH.8292" AIN HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 135- TO SILL ANCHOR LOCATIONS: 135° 4" 4„ 4" 4„ i � o Head/Sill q 1 XTERIOR EXTERIOR Jamb 5 3.22" 4„ EXTERIOR 4„ EXTERIOR Cny P-hook 1 7 2-TRACK 135°CORNER " 2-TRACK 135•CORNER 2-TRACK 136'CORNER 2-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS °C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE°C3"IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE•'433"IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) WI 4° 4^P 1 o PRODUCT REVISED 4, 1 4" as compiging With the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ERIOR EXTERIOR EXTERIOR 2f�Iy BY v 3 22" 3 22" Miami-Dad oduct Control 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'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) i 4" 4 4°>\x404" \\�. ONY LYN�yi y}: No�58.705 3 ` _4„ .� ��` g17 EXTE�-R7IOR EXT�EI-RIIOR EXTERIOR ��.� STATE O� <C/� 4-TRACK 135*CORNER v 4-TRACK 135•CORNER �/ `�'22�� 5•'F<oRIDP,.••'�� 'C4"ANCHOR*CORNENS 'CB°ANCHOR LOCATIONS 4-TRACK 135'CORNER 4 TRACK 135'CORNER i/lsjl NA L E \0 (USE WHERE-CY IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) 'CW ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS I/f I I I 1 1 I 1\ (USE WHERE°C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.868705 FIGURES PERTAIN TO'HE FOLLOWING 175•CORNER 1)ALL DIM ENS IONS SHOWN ARE BASED.ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E J ROSOWSKI Heed/Slll q 1 ® I Jamb 5 3)TRACK-TO-TRACK G COPYRIOHrsz6n PGnNDusT"ES,INC. NO CHANGES THIS SHEET. kM 04/05/17 I P-hook 7 DISTANCE IS 2.375" 2.375" W2-37,9. ALL RIGHfS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N,VENICE,FL 34275 (941)-480-1600 IIISGD-55701il NTS 15 OF 21 ' - CERT.OFAIfIH.lY15P95 y, Oz MD-5570.0 �� A I FIGURES PERTAIN TO THE FOLLOWING HEAD SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION ,4" LOCATION LOCATION 4" 4"* u.. HeadlSill C3 1 EXTERIOR 3 22' EXTERIOR �—3.22" EXTERIOR EXTERIOR n ,.R, 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5 2-TRACKSPLCE 17 2-TRACKSPLICE V "C4'ANCHOR LOCATIONS �/ "C6"ANCHORLUCATIONS P-hook 7 'C4 ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WI]ERE'C3'IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION •4° LOCATION 4" L OCATION 4.75" 0 0 o PRODUCT REVISED as comp)yIng with the Florida EXTERIOR 4" EXTERIOR 3.22" EXTERIOR — 3.22" EXTERIOR 4„ Building Code 3-TRACK SPLICE 3-TRACK SPLICE NOMNo. 17-0420.06 3-TRACK SPLICE 3-TRACK SPLICE `C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 15 'G"ANCHOR LOCATIONS 'CB"ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) Expiration Date 04/14/2021 (USE WHERE"C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) ey SPLIC Miami-Da Product Control SPLICE SPLICE SPLICE LOCATION 4.75" LOCATION 4 LOCATION LOCATION 4" 0 0 0 0 EXTERIOR EXTERIOR 3.22 EXTERIOR 3.22" �� IAy L ry,��''•,� EXTERIOR 4„ 3.22" 4-TRACKSPLICE 1 4-TRACKSPLICE ANCHOR SPLICE ANCHOR SPLICE ♦ '• y -CA" LOCATIONS ANCHOR LOCATIONS �`��•LICENy"�''L�� 'G"ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) P: •'..Cn� (USE WHERE'C3"IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) ND.58705 _ vP NOTES: F�0R10P,.•' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �'�`rS,70NAL rT/r111111T` FIGURES PERTAIN TO THE 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.EA 56705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 DISTANCE IS 2.375" 2.375" &2.3715" FOR ALL HEADS AND SILLS: S ANCHOR LOCATIONS F J ROSOWSKI au cOPYRIGH r v 9017 POT INDUSTRIES,INC. a NO CHANGES THIS SHEET. 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED HeadlSlll C3 1 1070 TECHNOLOGY DRY Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 P-hook 7 (941}480-1600 SGD-5570 NTS 16 OF 21 i MD--,5670.0 �z A CERT.OF AUTH.rim PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE90' INSIDEW OUTSIDE135- INSIDE135' DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN �j�] DOUBLE EXTERIOR GLAZED — �`/® LOCKSTILE �� INTERLOCK SINGLE E F DP K J J TC TA T / TW IJwvvv.n.ti.L ASTRAGAL INTERLOCK r (•, L �/ �/I/ LOCKSTILE OUT (.=Gun 1"IN) SINGLE B L/ f� A C C C7 - SA y V C W SD INTERLOCK INTERLOCK SINGLE DOUBLE INTERLOCK rJ r 6JV 6! 6J w IN (eoxow) (eoxw) a' FIXED /l!Z }� J S FD FD FV FV A IN DTERLOCK N"' LOCKSTILE STILE fZ ]l IlftoxotmLU LOCKSTILE ® fl/0 _I ASTRAGAL —tD n vv.rc LOCKSTILE —� W/HANDLE t V fgpXvgrn (eDXwl OUBLF SINGLE fn ASTRAGAL T I D DS INTERLOCK INTERLOCK �.. BOX OUT L 1 LL- (BOXOLq (amour) eoxo W ASTRAGAL A I f J BOX IN /d 6/ � eoxw Max" roxw _I ' ASSTRAGTRAG AL CT CS CF' w Z RECEIVER a ASTRAGAL AT AtS DF RECEIVER � our.135" VT ^ PRODUCT REVISED as complying with the Florida ASTRAGAL �J VF B RECEIVER Building Code NOA-No. 17-0420.06 IN. Expiration Date ASTRAGAL VT VS VF RECEIVER Miamlc-0se roduct Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: ' `��1IYIL...... 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. ��''LIGENSF'•,!(� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 7 ti VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Tg No.58705 NOT AVAILABLE. _ & PANEL TYPES 1t JROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". ® x �O STATE OFF t� COPYRIGHT472D77 PGTINDUSTRIEs,INc. a NO CHANGES THIS SHEET. w0 04/05/17 ALL RIGHTS RESERVED [ORIOP.•'' \�� TYPES QUAL4)PANEL PFIED BY THIS APPROVAE MAYBE EITHER L,OR SEEDETAILS(STANDARD) SHEETINTERIOR GLAZED,BOTH N. TECHNOLOGY DR �o ' SS�OIVAL N.VENICE,FL 34275 I%�G )-480-1600 A.LYNN MILLER,P.E. cERr.oPAurH.nzs2m a SGD-5570 H NTS y 17 OF 21 a? MD-5570.0 A P.En58705 (941 0 5.875 10.635 0 540 .125 ��•S50 1-291 061 762 50 .100 Q .[- ❑ ❑ 1.812 o 930 1.681 ��-.062 1.928 �- 100 A 6 FRAME SCREW 301 INTERLOCK CAP, COVER(PVC) ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 5.178 1Q 2 TRACK HEAD/JAMB © 4 TRACK SILL ►►►{{{-� I+-1.000 252 231 .060 �'j 2.060 � .1 UU-�1 LI I 062 1.613 .080 8.250 -j 8.250 ^1 1.435Ir r L O� T A .9491r�1 1.983 1.813 r 100 ED II 1.681 0- 1--•062 .060 100 Q �O SILL TRACK 11 SUPPORT 72 COVER SILL 13 17 P-HOOK ADAPTOR 18 P-HOOK 0 COVER 3 TRACK HEADIJAMB ®3 TRACK SILL • .540 .540 .291 061 r•229 2.975 •094 125 10.625 ,� 3.000 j 11 5.875 R 626 .500 "'---fff I�2"�f .075� 1.406 p❑t�Q D p❑ I o.100 �o U 81 ��II+-.062 ��IIw.062 -2 .329 1.813 I 100 daG] �� 19 KEEPER TEND 20 KEEPER 21 BAR COVERREINFORCE BAR Q REINFORCEMENT FIXED PANEL CLIP ®REINFORCEMENT O5 4 TRACK HEADMAMB O2 2 TRACK SILL 2.511- a -r--2.838-1 -y 1.570 ram- 1.625 1.595 r- -� 1.595 .309 2.696 .0B0 3A8370 LF- 099 125 a 2.073 .070 .075 4.635 4.279 .100 2.833 2.368 ❑ 300 2.768 .400 B 2.768 2.025 312 2.210 .090 2.116 34 INTERIOR JAMB COVER TI+2.710- 9 875 PRODUCT REVISED .110 �- -.162 12� I •1B2 QEO as complying with the Florida 120 2.291 .100 TOP BOTTOM TOP8 AND STILE REINFOINTERLRCEMENT, C EME 28 INTERREINFORCEMENT, OC EME ©9 REINFORCEMENT ASTRAGAL 30 INTERLOCK ADAPTER EXTENDED POCKET 31 ADAPTER K 32 ASTRAGAL ADD-ON �ANDEL STILE,TOP 8.11dirl,BOTTOM RAIL NDA-N..- 17-0420.06 ©AND STILE AND STILE REINFORCEMENT, �REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date04/14/2021 REINFORCEMENT By -3.452 3.326 1 -3.345 NOTES: Miami- a Product Control a �919 1)SEE SHEET FOR 3.209 1713 090 SILL RISERS. 125 125 060 -� 046 .500 3.247 3,345 ,060 .1 II 2)SEE SHEET 20 .070 -[ .065 I+ .919 FOR SCREEN PARTS. .300 1.170 1-'-•229 35 135°CORNER 36 37 135°CORNER 135°CORNER 38 39 40 41 135°CORNER 90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGALCAP, ASTRAGAL CAP, ASTRAGAL CAP LCAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR LYN/y ��.``�.•�1GENSF''•.C�� -�I.912 012 .210 tt .252- 173 065 r �} 1 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =* No.58705 ; .062 1.261 � �1.261 1,261 o EXTRUSIONS J ROSOWSKI 0 �\ ® .�O ��rE�oF W� 7/16' 81 7/16" /-,1.1(16"' 83 1-1/16"I ®1-3/16" COPYRIGHT02017 PGTINDUSTRIES.INC. a NO CHANGES THIS SHEET. 29 04105/17 %,c�''.,F<oR1aP.,•'G�� SQUARE BEAD BEVELED BEAD ` BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED 1070 TECHNOLOGY DR 8 /'S;S,'�NAL N.VENICE,FL 34275 (941)-480-1600 SGD-55701 NTS 111 180F21 I.-Oil MD-5570.0 @ A A.LYNN MILLER,P.E, CERT.OF AUTH.N29298 P.E.#58705 2)INSTALL CLIP HEADER BLOCK TO HEAD 1)INSTALL INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHOR CLIP INTO ATTACHMENT PANEL &SUBSTRATE, HEADER 00 ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT 6a IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL 93(3)#10 X 1<11 TABLE 1 ONE BLOCK THAT (3)#8 X 1.5"SMSSPANS BOTH PANELS. I I UOi d -� -- z3 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE 23 PANEL- MIDSPAN OF EACH FIXED 95 X -1/4 CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8 X 1"BB � SMS \\ (4)#10 9s 21 BAR COVER X 2"SMS 2z REINF.BAR 91 #8 X 1-1/4"SMS \ KEEPERS— (4)THRU KEEPER @ MAX 3,5"O.C.,SEE SHEET 19 d d� JAMB TO J o KEEPER TO JAMB SILL ASSEMBLY \ \ ATTACHMENT LOCKING JAMB PRODUCT REVISED d REINFORCEMENT PLATE ❑� B ldingcomp Cod with the Florida Building Code i ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK Now-No. 17-0420.06 KEEPER to @ 34-1/2"MAX O.C. OXXX SHOWN Expiration Date 04/14/2021_ By Miam-Da roduct Control � (4)#10 X BB o� 2"SMS 99 INTERLOCK i- INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `��t t+ ; 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING, �� tyY LYNN #10 X 3 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. `�� `�" •• q -. BOTTOM RAIL 11 9a ) _, �tcENSF ,(� SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. P;' ;t<� (2)#10 X V SMS VINYL SLIDING GLASS DOOR NOA(LM) IM 10/05/15 ,' No.5s7o5 THROUGH SUPPORT, Bx =ro * INTO PANEL PANEL ACCESSORIES INSTALLATION m' J ROSOWSKI =�! �f Rj' - 9a#10X ASSEMBLY �, ;o�•, STATE OF ' �(L� INTERLOCK SILL RETAINER 1-V2"SMS C�' ' F�ORfDP,.•' ALL PANEL CORNERS COPYR RiES,iHC. CORRECTED#96 a 04/05/17 % s '•„• �`� CLIP ATTACHMENT TECHNOLOGY WELDED,NO ASSEMBLY 1070TECHNOLOGYDR a rc� ALt�N�\` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 � /N (941)-480-1600 SGD-5570 NTS 19 OF 21 MD-5570,0 �z A A LYp 0 GA 58 5 P E, CERT.OF AUTH.02929B i I BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 128 123 (D-R „ 8 121 132 129 106 �/""`/" 133 102 119 103 E10 D 111 108- 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 11s 32 131 33 102 111 121 — — 108Ela �RO3 0 5 111 � o�LS n ❑a 1 °�� 122 O / 1 R 3 0R 6(B 11s 116 HORIZONTAL SECTION EXAMPLE 1p0- 112 _ 120 ' I 104 102 HORIZONTAL SECTION 11T 1.081 -�I t '1.081 EXAMPLE I 1.202 1.778 1A 5 875 .f-�50 -►0 -.050 .045 875 1.020 r- 12o SCREEN tz1 SCREEN t22 SCREEN OXO 1.993 1.993 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER '� t-Z -►II -,082 -►II -.062 .062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN as com 1ying with the Florida 1.435 Building 100 Code TOP tot 10z RAIL BOTTOM RAIL SIDE RAIL LI F-�-.726 NOA-No. 117-0420.06 tz� 765 782 Explratlon Date 04/14/2021 OR 5—►d+,040 Dy 113 R 1104 1.020 �{ r- 1.593 - 1 1.373 I - 128 120 .002 M.aml-Da roduct Control �r OSCREEN VINYL OFRAME SILL 101 �or�a oRO 063 z 44��(s� 1�ASTRAGAL t24 SCREEN ° 1.8+72 � .055 1.833�� v v ADAPTER ADD-ON O L r 11 ��J, t24 107 .062 --•372 1_(- � 103 S Box CREEN 104 SCREEN 1os BOXXOSCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION \\111t AY ILY N / EXAMPLE EXAMPLE OTES:)ALL DIMENSIONS IN INCHES. \``\ ��0 1GENSF ��(� 1.306 -►1 1,467 D5o 1 3`3 1.487 1.51 o VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 '*: �NO-558705 = t— 0 SCREEN DETAILS jw' J ROSOWSKI ��O* �'` �IIlI — Q Ofps BOX SCREEN 107 BOX SCREEN 10B BOX SCREEN HEAD m B �K , FTATE OF W, ASTRAGAL OSILLADD-ON (BAND JAMB ADD-ON COPYRIGHT0201T PGTINOUS71IES,1NC. NO CHANGES THIS SHEET. a 04105/17 ��S '•.<ORiDP,.•' :A ALL RIGHTS RESERVED ADAPTER 1070 TECHNOLOGY DR �o ��'�10A/ALlEN�1`�� N.VENICE,FL 34275 (941)-480-1600 SGD-5570 @ NTS 20OF21 nz MD-5570.0 91 A A.LYPNN MILLER RE CERT.OF A.R29290 y h TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-117') 6063-T6 Alum. 100 12256 Box Screen Top Rail 6063 T5 AI 2 19002 2-Track Sill Rigid PVC 43 19022A SIII Riser-(3-112") 6063•T6 Alum. 101 12257 Box Screen Bottom Rail 6063 TS Al 3 19025 3-Track Head/Jemb Rigid PVC 44 19023A Sill Riser-(41H6) 6063•T6Alum. 102 12258 Box Screen Side Rail 606375AI 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-6/8") 6063-T6 Alum. 103 64428 Box Screen Interlock 606376A1 5 19027 4-Track Head/Jamb Rigid PVC 50 718609W .187"x.320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flap 6053 T6 AI 6 19028 4-Track Sill Rigid PVC 51 71695K 1-1/Y'x V x 3W'Fin Seal Dust Plug 105 64345 Box Screen OXA Astragal Adapter 6083 T6 AI 7 19009 Frame Screw Cover Rigid PVC 52 1 71696 Dust Plug 108 17349 Box Screen Astragal Adapter 6063 T5 AI K12 19031 Anchor Plate 6083-T6 Alum, 60 419041 Interlock Gip Cover PVC 107 19039 Box Screen Frame Sill Add-on 6063 Tn'Al 19007 Track Insert 6063-T6 Alum. 61 78153X Tandem Roller Assembly SS 108 19038 Box Screen Head/Jamb Add-on 8083 TB AI 190I34 Interlock Cap-Extended Packet Rigid PVC 62 78153N Tandem Roller Assembly Nylon 109 720XlX #14.20 x 1"MS @ Top Pall SS 19036 Bottom Rail Support 6063-TB Alum. s3 78X75FPTX #8 x 39'Ph.FH SMS @ Raller&Reint SS 110 7 1793GX #14-2Wstp, x 1-1/2'MS- Bottom Rail SS 1 B006A Outer Sill Cover 6063-TS Alum. 64 419042 Frame Header Block Nylon 112 61805K Wstp,.270"x.150"-Fin Seal 19011 SIII Track Cover Rigid PVC 65 48052 Roller Adj.Hole Plug PVC 113 7SRAZ StandWatp,rd R ll.600'@Bug Flap 19032 P•Hook Adapter 6063-TB Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAX Standard Roller Nylon 18 19020 P-Hook 606&T6 Alum. 67 76X114FPTX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 9 19047M Extended Keeper 606&TBAlum. 68 71696G Sill Plug PVC 116 varies Screen Locking Herd7uare Steel 1 Pe 20 19029M Keeper 6063:M Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Stea11SS 118 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XIPPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-15 Alum. 71 varies Handle Kit Cast Zinc 118 16921314 Screen Spline-,150"8.165" Vinyl el Clip 6063-TS Alum. 72 19054 Interlock Retainer Clip Nylon 119 1816C20 Screen Qoth Fiberglass 23 19037M Fixed Pan p 24 10035M Reinforcement Plate 6083-T6 Alum. 75 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN See Sheet Rail 6005.75AI1rm. 76 C!uanexSuperSpacernXrwlthHotMeltButyl # Part# Description Material 25 19017M Top flail,Bottom Re 10 for p 26 19046 Reinforcement Composite F12 Quanex Duraseal Materials 120 12033 Screen Frame Rail 6063 T5 At 27 19018M Interlock.30D Reinforcement;Slid. 6005•TS Alum. Cardinal XL Edge Spacer 28 19013M Inledock.400 Reinforcement,HD 6005•TS Alum. Dow Coming 995 or GE-7700 Backbedding Silicone 122 1173 63 Screen Frame-Side Rail(Latch) 6063 T6 At 29 19019M Astra al Reinforcement 6005-T5 Alum. 19090 7116"Square Bead Rigid PVC 122 4853K Screen OXO Astragal Adapter 8063 T6 AI 9 123 4853K Screen Vinyl Astragal Adapter � Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 7/16"Beveled Bead Rigid PVC 124 19012E Frame SIII Screen Add-on 6063 T6 At 31 19005 Interlock Adaptor Rigid PVC 19W 1-1/16"Beveled Bead __Rigid PVC 125 6FP95K Bug Flap,85+1-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1116"Ogee Bead Rigid PVC 126 78X112PSATS 48 x 1-VT Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,ToprBottom Rail Rigid PVC 84 19016 1-3116"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cover 6063-TB Alum. 85 71725K Setting Block 1/2"x 4"x 1/15',85+/-5 duro. Neoprene 128 712027SS Corner Key Wheel Assembly(HD) SS- 35 19076 135"Comer Astragal 6063-T6 Alum. 86 71726K Setting Block 1"x 4"x 1/16",85+/-5 duro. Neoprene 129 varies Screen Lacking Hardware Steel 36 19077 135"Corner Astragal Passive Mount 6083.711 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X34PPSDAX 410 x 3/4'Ph.PH SMS @ Screen Ast. SS 37 18079 135"Comer Astregal Cap-Ext. Rigid PVC 91 7BX114PHPT41OX #8 x 1-1/4"Ph.PH SMS @ Rein(Bar SS 131 78X12PPSMSX 48 x 1/2"Ph.PH SMS @ DoorASt. SS 36 18080 1$5"Corner Astragal Cap-Int. Rigid PVC 92 710X1PHPT18-8X #10 x V Ph.PH SMS @ Rail Support SS 132 1692/3/4 Screen Spline-.145" Vinyl 39 19078 90"Caner Astragal 6083-TB Alum. 93 71OX115PPX #10 x 1-112'Ph.PH SMS @ Fxd.Pnl.Clip SS 133 1816C20 Screen Cloth Fiberglass 40 19081 90"Corner Astragal Cap-Ext. Rigid PVC 94 710)c2.rPHPT1B•BX #10 x 2.1/2'Ph.PH SMS @ Reinf.PlatelAst. SS 41 19082 90"Caner Astragal Cap-Int. Rigid PVC 95 7142OX2.25FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS 96 97 77o X34 PX #10 X 314"Ph.PH SMS @ Fxt9Pktolntt41 SS as omplyyiinng with the Florida `\\NN OjAY ILYN� 98 710X2PPX #10 x 2'Ph.FH SMS @ Keeper SS Noa-No. 17-0420.06 a� •'4�cENSF �((� Expiration Dat 4M4/2021 ' ' No.58706 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 By _ Miami-D"e Product Control —-fl ��•-' ""7'-��__: _ PARTS LIST om J ROSOWSKI ADT;•• Cs71a E © s COPYRIGHT02017 PGTINDUSTRIES,INC, NO CHANGES THIS SHEET. a 04105/17 s''c�OR1OP••' NOTES: 1070 TECHNOLOGY DR //'%CNAL,ENvvv� 1)ITEMS#14-16,46-49.53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL, (941)-480-1600 SGD-5570.1 NTS 21 OF 21 3 MD-5570.0 A A LY.E MILLER,PE CERT.OF AlTH.42928a '>r C P.E.It 58705