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HomeMy WebLinkAboutBuilding Permit Application J All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 11 Date: Permit Number: p a `D Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential XXX 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772) 462-1553 Fax:(772)462-1578 PERMIT APPLICATION FOR:Doors and windows replacement PROPOSED (MPR CAT OUEMENTIOION z Address: 1010 Pulitzer Rd. Ft. Pierce, FL..34945 Property Tax ID#.. 2317-222-0001-000-8 (OR 3771-448) Lot No. Site Plan Name: Block No. Project Name: Doors/Windows 'DE,TAiLED DESCRIPTION OF=WORK 5 ! Remove& replace windows and doors. Remove and replace picture window with shorter horizontal rollers. (#6 &#19) (See attached sheet for door and window schedule) New Electrical Meter Second Electrical Meter CO'NSTRUCTION'INFORMATION z, Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 30,000.00 Utilities: —Sewer —Septic Building Height: QWNE'R/LESSEE _ ; CONTRACTORJW f NameJames& Lynn Lane Name:Earl Gaines Address:1010 Pulitzer Rd, Company:E &B Elite Services Inc. City: Ft. Pierce State:_ Address:5821 Starcher Ave Zip Code: 34945 Fax:NSA City: Ft. Pierce State:FL. Phone No. (772)532-9680 Zip Code: 34947 Fax: (772)465-2351 E-Mail:N/A Phone No(772)577-0826 Fill in fee simple Title Holder on next page(if different E-Mail ERLGAINES2@COMCAST.NET from the Owner listed above) State or County License CGC 1517445 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORIVIATIC!N v. . z , DESIGNER/ENGINEER: xx Not Applicable MORTGAGE COMPANY: xx Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE.TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. 6c_�SK Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF ���.�,�o Sworn to(or affirmed)and subscribed before me of Sworn to(or affirm an subscribed before me of Physical Pres ce or Online Notarization Physical Presence or Online Notarization this h day of 2020 by this _A day of �R�r 2020 by CJQA \_�"Nsa Z Az Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification T of Identification Type of Identification rod ce Prod ed Sig a e of Notary ub -State of Florid (Si t re o titYtlblhz4 �� M. HMING MYCOMMISSION# ! Commission No. ~:'i::•.�gSHAHNAV M BANNING Commission '�= EXPIRFs• �j�gBO �'•, , •,,� r�aa; December My COMMISSION#GG 275060 ,` Bonded �p,2022 Thru Notary public Underwriters II •R� F onded Thru Notary PL lie Underwriters 1'r REVIEWS FRON 0R PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED lev.5/6/20 = E &; € 'r Elite, ServieeS,, Inc., 5821 Starcher Ave • Ft. Pierce, FL.'34947 •Tel: 772-577-0826 .Email: erlgaines@comcast.net Mr. &Mrs. James Lane 1010 Pulitzer Rd. Ft. Pierce FL. 34945: y t 1 •I P 11i , E 111 t r0!. SS�� �N�w t�tPi7�4 (LEnl v cu Mir , Remove and replace the following: 1) Casement Window 2) Casement Window 3) Sliding glass door 4) Entry door 5) Sliding glass door 6) Horizontal roller 7) Sliding glass door 8) Horizontal roller 9) Sliding glass door 10)Horizontal roller 11)Casement Window 12)Casement Window File C®py 13)Horizontal roller 14)Horizontal roller 15)Horizontal roller 16)Casement Window 17)Horizontal roller 18)Horizontal roller 19)Horizontal roller 1 1 Elk�,lk Se , ces;,, c:.; E; {�`J: 5821 Starcher•Ave • Ft. Pierce, FL. 34947 •Tel: 772-577-0826 • Email erlgaines@comcast.net Mr. &Mrs. James Lane 1010 Pulitzer Rd. Ft. Pierce FL. 34945: X� j va i (IC) t�,+ F � • e , .pl , l yN1g�7` u IIYI !, f �a`'•`911 i f (f 1I�, t�Zfi1Ci" 1) Casement Window 2) Casement Window 3) Sliding glass door 4) Entry door 5) Sliding glass door 6) Horizontal roller 7) Sliding glass door 8) Horizontal roller 9) Sliding glass door 10)Horizontal roller 11)Casement Window 12)Casement Window 13)Horizontal roller 14)Horizontal roller 15)Horizontal roller 16)Casement Window 17)Horizontal roller 18)Horizontal roller 19)Horizontal roller M IAMI-DADE MIAMI-DADS COUNTY 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) www.miamidade.gov/economy i PGT Industries,Inc. 1070 Technology Drive, North Venice,FL 34275 i SCOPE: This NOA is being issued under the applicable rules 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 i (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. This product is approved as described herein,and has been designed to comply with the Florida Building Code, 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 10105115, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 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 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 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. File COPY �� Q�i NOA No. 17-0420.06 &MEAMIffiECOUNTY i' Ef� Expiration Date: April 14,2021 ® � d� r EWED � Oi Approval Date: September 28,2017 ODE COM LIA Page 1 ST. LUCIE COUNTY BOCC 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 A. Lynn 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 11106115, 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. Prod ct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 i E-1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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-up 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 underNOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifoiin 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. (Suhinitted 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. MiIler, P.E. (Submitted under NOA No. 15-1210.01) —'' -----� orge M,Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 rie . 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 under NOA No. 11-0-IOZ 04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGias© (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. Jorge M.Plasencia,P.E. P oduct 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-611 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 PGT 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. r 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 f SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A. IMPACT RATING GroupMaher s MIm Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS &900/1350 CORNERSDubstrate Fmme MembertaW.- Embedment MISSILE IMP ACT RESISTANCE P.T.Sauthom Pine H92dr58VJamb 9/16' 1-318, GENERAL NOTES: (sc"o.ss P4mok 9116• 1-318• DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. t t2,steel SMS(G5)or Aluminum 6063456 Haad/SINJamb are• ire SEE TABLES 1,2&B7,62 2)DESIGN PRESSURES: 410 S.S.sMs .126•mi..thickness P hook 18• 1/e• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (rrpti 11 threader.) Steet A36• Wed/slNJamh are 0.060• ON SHEETS 7&8 (0.080'min.INckreea) P•hwk 18• 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM Ell 300. A Steel Stud.A653 Gr.33• Heed/sUU.Avnb 31 0.071•(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .D71•min.lNekreea P4nak 3/9' 1 MOM 14 Ga. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 114•ENo Ultmoon P.T.Soolhom Pine IN V 1.318• INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (SG=0.55) P-hook 1• 1.18• if4•Eiw 410 SS paleF4er P.T.Southem Pine HaadISI1V bmb 1• t.1/8• . . SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). sG=0. P4took 1• I-wr 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B 012.ateel wood screw(Gs) P.T.SoNhem pi- HaedfsYVJamb 911C I-w r 5 INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. G-0.5 P�hook 9/161 1.3r8• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION C..mt. P4took 1• 1.1a' min.2.85 ka HoedfS9uJamb I-0/iC t-318• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 7/4•Etw Ulh an unOmutad CMU, Janib 1• t-114• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 1M Cao P4wok i• t-t14• REFERENCES(TEST REPORTS):FTL-0337,6338,8646-8649.8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungmted CMU, hnlb 1a/4' 1-1/4• 114•Elco 410 S.S.Cmt.Flar (ASTM CJO P4wok "14• 1.1/+' GENERAL NOTES.............1 7)THIS RO UCT H 09; concmto Head/SiWJamb 1ar16• TS 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C min.3.35 ks P4—k i• 1.3N• EXAMPLE CONFIGS..........2 l HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI concrete Head/SitUJomb 1-11r 1.18• INSTALL DETAILS_............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.222 ks P4—k 1-1/2• i-318• DP/ANCHOR TABLES........7-8 11 r El..1&8 S.S. Unomuted CMU. Jamb 2' 1.1/4' BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). EXAMPLE............................9 Aa9re•caeu (ASTM ago P.hook 2• 1-i/8' GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. p.T.souUmm pine HaadfslivJamh i• t-18' 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (Sc"0.65) P-h-k t I-1F ANCHOR LOCATIONS.......11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, Concmle Read/sllvJamb 2.11r tale' PANEL TYPES...................17 11V El..Ulb—n min.Z86 ks P-hook 2-I/T 1.316• EXTRUSIONS.....................18 ANCHOR NOTES: Un9reutodCMU, Jamb 2-Ur 1-11a 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D AsrM C00 P4rook 2-1fr 1.114 ACCESSORIES..................19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE controls H—usull b t 2-11r 1-314• SCREEN DETAILS.............20 REQUIREMENTS. 114•EIw41108.S.CreteFle: min.3.35ks P-hook 2-1/7 1-3/8• PARTS LIST........................21 2 FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. U(ASTMd creu, Jamb 2-t/2• 1-V4' ) (ASTM G90) I P4took 1 2-1/2' 1 1d/4' I 3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL PRODUCT REVISED •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 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building Codo GREATER.IX 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 Explratlon Date 0 411 4/2 0 2 1 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED By Miami a Product contra 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 Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksl 120 ksl SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 90 ksi 110 ksi SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •21,17 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-OatorO 57 ksi 95 ksl •2014 FLORIDA BUILDING CODE(FBC),STH EDRION Elco UltmCorl® 155 ksl 177 ksi INSTRUCTIONS: •ASTM E1300-09 :ASTM 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE SUAF&PA NOS-2015 FOR WOOD CONSTRUCTION 410 SS Elea CreteFle:® 127.4 ksl 169.7 ksl•ALUMINUM DESIGN MANUAL.ADW2015 6063.75 Aluminum 16 ksi 22 ksi �``t LY N SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI 5100 12 A38 Steel 36 ksi 56 ksi `���pNY-•N GLASS/REINFORCEMENT. •AISC 360-10 Gr.33 Steel Stud 33 ksi 45 ��a� Vc�SF �NC:. 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Q'" :" PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR _.* No.58705 HEIGHT. A VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 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 ® DISTANCE. i '�''• A7 COPYRICFR02017 PGrIkDUSiRES,INC. a UPDATED TO FBC 2017,VINYL MFG. a&a 04/05/17 % $+ OFt1DA•''G\�`, 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2).VERIFY THAT THE OPENING'S REQUIRED DESIGN Au RrcHrs REsalvm PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. AL . 1070 TECHNOLOGY DR � '//,/�N 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5570 NTS]JI 1 OF 21 02'tt MD-5570.0 9$ A A LYNN MILLER•P.E. CERT.OF AGM.e29M P.EJt 58705 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 • PER TABLES 1&2 PER TABLES 1&2 , PER TABLES 1&2 � T I �- + a MAX.UNIT / ' / ' I MAX.UNIT a MA IGHPT a HEIGHT I" HEIGHT / / e I" HEIGHT ' PER PER TABLES 1&2 I PER TABLES 1&2 / / I� PER TABLES 1&2 I� TABLES 1&2 / / / / I� 1� \I" I _ J 1_ J J 1-PANEL &PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 4 PER TABLES 1&2 PER TABLES 1&2 1 -1 G � ° MAX.UNIT I a i 5 MAX.UNIT ' ' e � MAX.UNIT a / I� HPER EIGHT NOTE j 8 2.7HEIGHT HEIGHT / SHEET.IN PERTABLESI&2 / / / li PERTABL S1&2 / / / / / TABLESI$2_I J5-PANEL CONFIGURA 6-PANEL CONFIGURATIONS CORNER Rnm Rm°TMoPoaREnswuR 'PRODUCT REVISED ld MAX.UNIT WIDTH MAX UNIT WIDTH as eomptytn with tho Florida NOM.PANEL WIDTH NOA-No. 17-0420.06 PER TABLES 1&2 PER TABLES 1&2 ' Pxplratlen Date 04/14/2021 BY Rig I MAX.UNIT a a a a a I Miami- de Product Contra MAX.UNIT ' HEIGHT ' ' I� HEIGHT a / PER TABLES I&2 / / / / / / / 12 PER TABLLES 1&2 / / / 1 Po�IN IN Nr- •7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "r=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9116' aNY LY/y 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16' ��.•• !vq� LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN °P°=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" Q$�.•' 'UCENgF•.�(� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" roo 58705 2)90"&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR NOA(LM) 10/05/15 8 EXAMPLE CONFIGURATIONS ❑ J ROSOWSKI 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ® •, <o �; REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER COFYRiGIDoson FGTRI°U97RES ENO, a NO CHANGES THIS SHEET. 04/05/17 %,s's� ..... .•G\�1` ALL RIGF7T9 RESERVE° O/VA L 0\'` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR t 21111+1It N.VENICE,FL 34275 5)MAX ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' (—SHEET NUMBER (941}480 1600 SGD-5570 NTS 2 OF 21 i MD-5570.0 € A A.L NN MIr�LLf�1i,PF- . T. OF AUTH ON290 y DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU 1XWOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF WTO MASONRY FACWG FM. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH —►1 — 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, I HEIGHT IS OVER ss B1 19 EMBEDMENTAND = 0 44 MAxza O.C. ',.;' zz EDGE EDGE DISTANCE PER � DISTANCE SUBSTRATE,SEE < Q S0 71 q o TABLE A.SHEET 1 8 - DAYLIGHT ip INTERIOR NOTE 3,BELOW OPENING--I y5 — —— e o I WIDTH I I 8 EMBEDMENT q P o P 31 EDGE — e e d (4)THRU KEEPER @ MAX 99 0� EDGE DISTANCES i 2s 2s 80 I 82 EXTERIOR 3.5'O.C.,SEE SHEET 19 DISTANCE / SEE NOTE 6, 84 I I 26 f-I 27 2 SEE THIS NOTE S. • 1 X OR 2X WOOD THIS SHEET I SEE NOTE s, V THIS SHEET 32 THIS SHEET 9 / BUCKSTRIP,SEE SEE NOTE 6,THIS SHEET 291 EMBEDMENT ANCHOR / NOTE 3,SHEET 1 L_—————— #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT ) / HORIZONTAL SECTION(XXX SHOWN) 1 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / 9"&12°FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION \ DETAIL C2 DETAIL D2 _ DETAIL B2 TABLE A,SHEET 1& DETAIL A2 I INTERLOCK II ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INrD 2x wooD REQUIRED IF DOOR EMBEDMENT `` FAOWG INT. FRAMING,SEE ANCHOR 18 DAYLIGHT 27 B1 HEIGHT IS OVER 96' 1/4'MAX —►1 r Q NOTE 3,SHEET 1 e OPENING 22 INTERIOR I PRODUCT REVISED �I WIDTH (L, EDGE as complying with the Florida rS�Jll 7 1 0l DISTANCE i i Building Coda "M'SEE Lr NDA-No. 17-0420.06 TYP.ANCHOR TYPE, NOTE 6,TWS SHEET 1 EMBEDMENT AND zs n 2a 2s —1 I n Expiration Datep4f14/2021 DISTANCE PER c� 23 a TYP.ANCHOR TYPE, I L� I ey EDGE o 93 SUBSTRATE,SEE s EMBEDMENT AND P q M12MIf e Product control TABLE A,SHEET 1& 31 `� o o P EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEET d EDGE 4)THRU E M "d d 1&NOTE 3,BELOW KEPER Q AX I EXTERIORI DISTANCE �0 96 3.s•D.C.,SEE SHEET 19 x WWIUIlIw PANEL WIDTH L:Q�--____J 1/4'MAX CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. ONY.LYNNA�/��i, 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENTTYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. •' U so'n!� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALLLOCKSTILES, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED J/ No.58705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND) O OO VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 4)CONTINUOUS ANCHOR PLATE,ITEM 88,IS REQUIRED AT ALL HORIZONTAL PkLs\ INSTALLATION,HORIZONTAL X-SECT, m` J ROSOWSKI FRAME ANCHOR LOCATIONS. ® ,��'•, srA of 17 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. COPYRKarto2olr POr 9vousm Es.INC, i NO CHANGES THIS SHEET. a� 04/05H7 �ORIDP ` 6 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR( ut wOHrs REseav® ° isS G��� INTER T7 1070 TECHNOLOGY DR �§ �A,i0NAI REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. (941}480-1600 SGD-5570 NTS 3 OF 21 j P.E.O MD-5570.0 4 A A LYNN MILLER,P.E.CERT. FA UTH.029299 68706 DETAIL E1 TYP.ANCHOR TYPE.EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO w000 INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC lxeucKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR T.p ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETElCMU 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 EDGE DISTANCE is EMBED—MENT EMBEDMENT EMBEDMENT EMBEDMENT 1X OR 2X WOOD 1/4"MAX. e n nn 114�MAX. 114"MAX. a 1/4"MAX. e 1/4"MAX 1 e Q 50 BUCKSTRIP,SEE Q [J a FTYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, a TANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / e3 T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A;SHEET 1&NOTE 3,THIS SHEET 33 NOTES e / \ FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES 2)REFER TO ANCHOR NOTES,SHEET 1. �1 D FIXASTRAGALS. D STIL S 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, (J' AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116" _ 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 O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME sEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE B, SILL RISER EXACT DIMENSIONS, asRcomp yLing REVISED the Florida THIS SHEET VARIES WITH Building Cod. REQUIRED NOA-No. 17-0420.06 EIRERIOR POSITIVE Explratlon Date 0 411 4/2 0 2 1 O DESIGN PRESSURE, 3�T By O 82 _- SEE SHEETS .390—►1 I-+— 1 Mlaml- a Product control 81 OR 82 ExTEwoft � 7&B. .390--�i F+- 25 Oft 28 390 2.947 33 A42 SHOWN I 1.793 2.370 4.041 1/4"MAX. q 02 #43-45 ALSO APPLY 81--1 3.464 GROUTAS i 8 2.887 L L NEEDED,SEE 1.917 13 GO ANCHOR NOTE 2 1z 9 2-1l2' TOTAL 060 os0 .060 060 5,SHEET 1 e 1/4"MAX. 8 Q SILL HEIGHT �2 SILL RISER SILL RISER ea SILL RISER �e SILL RISER `t1T 1Tr r (2-1/2"TOTAL (3-1/2"TOTAL (4-1/16"TOTAL (4-5/8"TOTAL a � O O O O SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBEDMENT EDGE EMBED- ' + ; No.58705 MENT STANCE VINYL SLIDING GLASS DOOR NOA(LM) i 10/05/15 '�` • TYP.'ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION,VERTICALXSECT. m AOSOWSKI _TO 7 Z EDGE DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® ° �O�•. STATE OF EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COFYwetT®2o,T POTINausTars,INc. d NO CHANGES THIS SHEET. 04/05/17 Cc •C�ORIDP. CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, LLL RIGHTS RFBERVED ��is'?. .......... t N`� PER ANCHOR DETAIL F1 SEE TABLEA, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY 5 �§ � ri OVAL E REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VE 1)-48ICE, -1 34275 INTO MASONRY THIS SHEET INTO wood THIS SHEET R410 8u0M1600 SGD-5570 NTS � 4 OF 21 0 MD-5570.0 i A a LVP, II DER,RE 2 Q PQo���O " 4 0 INTERIOR 35 INTERIOR 4 OR 2g 71 19 (4)THRU KEEPER 8 2 O 28 37 90 MAX 18.5'O.C. INTERIOR 69 98 @ MAX EETO.C., 33 SEE SHEET 19 38 ,9 ' INTERIOR DETAIL H2 �p9 o P 90 (4)THRU KEEPER @ MAX ExiERIOR �• ��� 3.5.O.C..SEE SHEET 19 a OUTSIDE CORNER �7�J d 40 80 INTERIOR H 94 MAX 18.8 O.C. EXTERIOR \q EXTERIOR "`% ❑D V 135° so° DETAIL G1 \ �� DETAIL H1 MAX 183°O.0 10Q 135' �RO•P ,1tu o� INSIDE CORNER OO WSIDE CORNER 40 EXTERIOR INTERIOR 47 9 (4)THRU KEEPER 09 EXTERIOR 1 $�i 9 @MAX 3.5.O.C., fl SEE SHEET 19 V 20 U ,9 1 2 EdO o 0 0 PRODUCT REVISED as eomplyin with the Florida Building Code NOA-No. 17-0420.06 �OO 135° Q Expiration Date 04/14/2021 INTERIOR By �Rb O ae� Mlaml-D Product Control 2 00® 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 28 on QUANTITIES,SEE TABLES 1&2. 33 35 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \�` ONY LYNN 35 DEPENDING ON CONFIGURATION. MAK 18.5'O.C.98 ,s 89 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.58705 (4)THRU KEEPER@ MAX EXTERIOR _ *�• 3.5'O.C., SEE SHEET 19 ., DETAIL G2 ® CORNER ASTRAGAL HORIZ.XSECT. 14 J ROSOWSKI AO.• l�(2 �_ st T `�v OUTSIDE CORNER OOPYTUGM�20, PGT IRE.S VEED IES,INC rc NO CHANGES THIS SHEET. n'3a 04/05/17 t�s <ORIOP•.•''NC�� 'N. TECIHN L GYDR 1ONALiENC`�• 11111 (941)-480-1800 SGD-5570111 NTS 111 5 OF 21 MD-5570.0 A 4! A A.LYNN MILLER P.E. CERT.OF AUTH 029t99 o P.EIr 58705 DETAIL 11 DETAIL 12 OPTIONAL NON- I INTO MASONRYINTO MASONRY STRUCTURAL ANCHORS FOR EDGE CONCRETEICMU INTERIOR POCKET (Oft 91 21 /_8 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE ANCHOR JAMB 28 Ft@ AND EDGE DISTANCE PER ZREQUIREMENT Y 33 SUBSTRATE,SEE TABLE A, SEE FIG 1. THISSHEET SHEET 1&NOTE 3,BELOW INTERIOR POCKETS MUST FIGURE 1.INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 10 OPT. POSSIBILITY OF WATER ANCHOR INFILTRATION. i/4"M EMBEDMENT ' 17 PT. to POCKET BY OTHERS,SEE 17 OPT. NOTE 8 BELOW. -EM E EXTERIOR MENT'. FOR DOOR HEIGHTS OVER 96" OPT. 114"MAX T ANCHOR 10 97 21.9" SEE FIG 1 C:-Zl MAX.D.C. 30TYP.ANCHOR TYPE,EMBEDMENT R EDGE�CONCRETE/CMU PERANCHOR THIS SHW 31 ix AND EDGE DISTANCE PER DISTANCE REQUIREMENT 28 27 SUBSTRATE,SEE TABLE A,SHEET I &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 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,BEL BE A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE EDGE DISTANCE FRAMING,SEE ANCHOR as complying with the Florida 1, Building Cod. EDGE OPT.ANCHOR NOTE 3,SHEET 1 NOA-Ma. 17-0420.06 DETAIL 13 i OPI DISTANCE EMBEDMENT OPT.ANCHOR Expiration Date 04114/2021 INTO METAL ey 17 OPT. 17 OPT. EMBEDMENT -F 1/4" o DETAIL 14 1/4"MAX. MAX. INTO WOOD EXTERIOR 10 SEE FIG 1, SEE FIG I THIS SHEET&/ -8 27 THIS SHEET'0 DD EXTERIOR 21 91 EXTERIOR POCKET \\OVV W4& EXTERIOR POCKET .............4f CEN S ,4 VINYL SLIDING GLASS DOOR NOA(LM) 10105/1.5 N0.58705 NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORZ X-SECT. 11al J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. -0:71'.. �11.*Ao 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. copw NO CHANGES THIS SHEET. 0 4/05117 11 N 4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. 70NAL 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR ",,111111111%%0 0)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 1 (941)-480-1600 MD-5570.0 1�91 A I IN MILLER P.M AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EJA 58705 CERT.C RISGD-5570111 NTS Ill a or 21 P.N TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Ilse this table for: PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116'DLO Height 72-15/16"DLO Height 8415/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locks8le 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 e I C I D A B I C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60 psf +60/-60psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8' HeadfSill C3+1 C3+1W17 C3+1 C3+1 C3+1 c3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 '5 5 5 5 MIDSPAN OF PANEL). W dth TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 B 8 8 8 Design Pressure +60/60 psi +60/60 psi +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 251/8' HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb fi 5 5 5 5 5 5 5 5 5 5 5 Width S F4rook 7 7 7 7 7 7 7 7 8 8 8 8 D;WtgnPressure +60/-60ps1 +60/-60psf +60/-60psf 31-1/8" NP-hook II C3+1 M77 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1am36" DLO 5 5 5 5 5 5 5 5 5 5 Width 7 7 7 7 7 7 a 8 1 8 6 o Design Pressure +60/-60psf +60/-60psf +60/-60psf Z 37-1/8° HearUSill C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 TABLE B1: 42" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width Water•Limlted FIG 1: Pfiook 7 7 7 7 7 7 7 7 8 8 6 8 (+)Design Pressure �LENGTH Design Pressure +60/-60ps1 +60/-60Psf +60/-60psf Sill Nom.Sill Max.(+)DP 43-1/8' Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2 C3+1 I C3+1 C3+1 Riser Height Allowed = DOORASSEMBLIES 48" DLO Jamb 5 5 5 5 5 5 5 5 b 5 6 5 INSTALLED WHERE THE Width None 1-11/16" See Note 2 C� PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 42 2-1/2' +38.7 psf = OVERHANG(OH)LENGTH IScomplying With tho Florida Building EQUAL TO OR GREATER THAN a 43 3-1/2" +60.0 psf p THE OVERHANG HEIGHT IS NOA-No- 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 4-1/16' +60.0 psi EXEMPTED FROM WATER Fxplratton Date 04/14/2021 45 4-918' +60.0 psi INFILTRATION RESISTANCE. By Mlaml-0 Product contro DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" `1".% Y!LYNN�r�iG PANEL HEIGHT=DOOR HEIGHT-2-112' �� �`�.•`vl Eu %j_'i TABLE NOTES: $�VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 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 Q 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® e SO .. .at RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYftIGHl01077 PG7tIeVSrR65 mc. NO CHANGES THIS SHEET. z4 04/05/17 '' GRID►.= 3)SEE SILL RISER TYPES ON SHEET 4. u�w° OLx® 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRg rr7 CANAL E�.�` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VEN)48ICE,4 00 - irr N 1Ilvv 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 9SGD5570 NTS 70F21 jz MD-5570.0 U A A•uREN6L05Pe CERT.of AIIiH.n2Y278 P.E86870.5 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 W. 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 6845116"DLO Height 72-15/16"DLO Height 84-15116"DLO Height 96-15/16"DLO Height 108-15116•DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE 82,THIS SHEET. HD interlock Reinforcement#28 A B C D A B C D A B C D A e C D A B C D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Desfgn Pressure +100/-100 psf +100/-100 psf +100/400 psf +60/-65 psf +60/-65psf CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 19-1/8' Head/Slll C3+1 Wa� 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+11- 24" DLO MIDSPAN OF PANEL). Width Jamb 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 e 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure + +100/-100psf +100/-f00psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25-118" -Head/Sill C5+1 1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+130" DLO Jamb 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 WidthP-hook 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10. 10 Design Pressure +100/400ps! +100/-100psf +100/-loops! +60/-65psf +60/-65psf 31-1/8° Head/S111 CS+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C34-1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 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 L Width 6 P hook 7 7 7 7 7 7 7 7 8 8 e 8 9 9 9 9 to 10 10 10 1- DOOR ASSEMBLIES Design Pressure +100/400 psf +100/-100 psf +100/-100 psf +60/-65 psf +60/-65psf INSTALLED WHERE THE 37-1l8° 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 1 C5+1 1 C3+1 C5+1 C5+1 C6+1 C3+1 = OVERHANG(OH)LENGTH IS 42" DLO EQUAL TO OR GREATER THAN IL Jamb 5 5 7 5 5 5 7 5 5 6 8 5 6 6 8 6 6 6 7 6 = Width P-hook 7 1 7 1 7 7 7 7 7 7 1 8 ' 8 1 8 1 8 9 9 1 9 1 9 10 10 1 10 10 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER zDesfgnpressure +100/-100psf +100/400psf +92/-92psf• +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 I 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 ftP4-E.k7 5 5 7 5 5 5 B 5 5 5 9 5 8 6 7 6 6 6 6 6 Width 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED +80/-80psf +80/-80psr +80/-80psf +60/65psf +54.1/-58.7psf Water-Limited ascom lyrngwiththoFlorlda Building Cade4&118• 5+2 C3+2 C5+2 C3+2 C5+2 C3+2 CS+2 C3+2 CS+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 Design Pressure Non-No. 17-042006 54" DLO5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 SIII Nom.SIII Max.(+)DP Expiration bate 04/74/2021 Width By7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 .10 10 10 10 Riser Height AIIoAedegn +80/-80psf +80/-80psf +80/-SOPS! +59.1/-64psf +49.6/-53.7psf None 1-11/16" SeeNote2 Mla Product Control 551l8' Head/Slll C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2.1/2 +38.7psf 60" DLO Jamb 5 5 6 5 6 6 7 5 5 5 8 5 6 6 8 6 6 6 8 6 43 31/2" +60.0 psi Width P-hook 7 7 7 7 7 7 7 7 8 8 e 6 9 9 9 9 10 10 10 10 44 4-1/16' +60.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4.5/8" +100DLO WIDTH=NOM.PANEL.0 psf DLO HEIIGHT=DOOR HEIGHT-WIDTH;869/16" �` Y LYNiy PANEL HEIGHT=DOOR HEIGHT-2-1/2" TABLE NOTES: No-58705 VINYL SLIDING GLASS DOOR NOA(LM) 12 10/05l15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 82 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m J ROSOWSKI �71Q', s1h'$ �:'�� 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 2 MAY BE USED. corrwoxroson aoriNousraiss wc. NO CHANGES THIS SHEET. aka' 04105/17 3)SEE SILL RISER TYPES ON SHEET 4. uLwcNrs w so S G 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 ° A.trnN ruu.eR,PE CERr1)-480 900 SGD-5570 NTS 8OF21 c1 MD-5570.0 9 A RE-958705 i EXAMPLE:3ACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET.48"X 84"NOM.PANELS, 6' CENTERLINE CENTERLINE CENT ERUNE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL I OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKEr BY OTHERS.SEE NOTE 6, SHEET 6 +2" "+2'ANCHORAGE. 2s-3I6'MAX. B• ANCHORAGE, SHEETI2 "+2'ANCHORAGE, MAX. 8° AX SHEETI2 .C1,CLUSTER 'C3'CLUSTER SHEETI2 EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 4 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. S L SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL IL OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION, CENTERLINE CENTERLINE CENTERLINE MAX OF PANEL OFPANEL2 OF PANEL POCKg BY 6 o EXTERIOR INTERIOR OTHERS;SEE NOTE 6, 0 0 0 0 0 1 of SHEETS •+2' •+T ANCHORAGE, 25-N&MAX. Frz ANCHORAGE, SHEET 11 '+2'ANCHORAGE,SHEET11 -CX CLUSTER, 'C3"CLUSTER SHEET11 SHEET END ANCHORAGE 12'MAX 21.6" FRAME JAMB �SEE POCKET JAMB 11 SHEET 11 (MIN.1 ANCHOR) MAX REQUIREDQ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK PRODUCT REVISED as complyying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Bulldlny Codo +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X W.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE To NEXTCLusTER Expiration Data 04/14/2021 PRESSURE REQUIREMENTS. — TO BE zS3/a O.C.OR LESS By FOR WOOD INSTALLATION USING ANY HeaWSHI C3+2 Miami-Da roquet Control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb ji 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6"MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OFENO PANEL 6°MAx. THE INTERLOCK/ASTRAGAL FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE ANCHO OPT. R HEAD(INTERMEDIATE ANCHORS):_SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE io qlD IN MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ALIGNMENT 11 t 1 I!I P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS �1t11 IT II ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL PER THE FIGURE ABOVE: �` ON�cENs!�!Mj� SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE ��,•' U P :��P DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. A, VINYL SLIDING GLASS DOOR NOA(LM) ,- 10/05/15 -*; No.58705 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 i I �— LOCATIONS OF CROSS-SECTION DRAWINGS. ® 'O'. .4u-Z B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN co"Rl om2o es,NQ NO CHANGES THIS SHEET. 04/05/17 ��n�s'•RORIDP.•'G\?� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: OLOGY DR D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 N.VENIC 1070 TECH N FL 34275 MIS i0NAL E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941)-480-1600 SGD-5570 NTS 111 9 OF 21 c MD-5570.0 $ A A.LYP E#688705 P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET B CERT.OF AUDI./29286 1-1/i 6"NOM. 3/16'HS GLASS 7116r NOM. / / 3/16'HS GLASS 3/18 HS GLASS 3118"HS GLASS 3/16"ANN GLASS 75 79 .090"PVB .090'PVB .090"SG 7/18 AIR SPACE 77 78 3/16"ANN GLASS PAINTED/ 3lt 6"HS GLASS PAINTED/ 3718"HS GLASS3/18 T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ Oeo et SURFACE 90 D 8t SURFACE so et LAMINATED 82 8S LAMINATED O _— — —— SURFACE SURFACE a EXTERIOR 1- -- a EXTERIOR I- a EXTERIOR I (�EXTEROR PRODUCT IS'EXTERIOR- I \I PRODUCT IS"EXTERIOR- I I PRODUCT IS`EXTERIOR- I \I PRODUCT IS'EXTERIOR- GLAZED"IF#8D•81 2 7/8"NOM GLAZED'IF p80-81 IS 7/8•NOM, GLAZED'IF#80-81 IS 7/8'NOM, GLAZED'IF d82-83 IS I 7/8"NOM. TOWARDS THE EXTERIOR I O I GLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR I I GLASS TOWADS THE EXTERIOR I I GLASS BITE I I BITE I I BITE I I BITE INTERIOR I a INTERIOR I a INTERIOR I a INTERIOR I PRODUCT IS"INTERIOR- I I PRODUCT IS INTERIOR- I I PRODUCT IS°INTERIOR 'I I PRODUCT IS'INTERIOR- GLAZED' I I TO ADS THE eNTER10R.i 1 IS 78 TOWARDS THE NITERIOR i IS 79 TOWARDS THE INTERIOR.i 81 IS 79 GLAZED'IF aS TOWARDS THEE INTERIOR.I-83 IS 79 88 SEE NOTE 2, SEE NOTE 2, 85 SEE NOTE Z SEE NOTE 2 . THIS SHEET 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 1-1/16"NOM. 1-1/18NOM. 'T'=TEMPERED STRUCTURAL "PVB"=.090"TROSIFOL®PVB INTERLAYER SILICONE 3116"HS GLASS 3116'HS GLASS BY KURARAY AMERICA,INC. STRUCTURAL 1/4-NOM. FOAM 3/16'NOM. .090"PVB .090"SG "SG'=.090"SENTRYGLASO INTERLAYER POLYISOBUTYLENE WITH Wr H DESICCANT DESICCANT 3/16'HS GLASS 75 76 3118 HS GLASS 7s 7s BY KURARAY AMERICA,INC. 7/16•AIRSPACE n 7B 7/18AIRSPACE 77 7s GLASS �'GLASS 3116"T GLASS 3/16"T GLASS asRomplyingg with the DUCT Florida PAINTED! XPAINTED/ Bullding Codo SO e3 LAMINATED 80 83 LAMINATED NOA-No. 17-0420.06 SURFACE / SURFACE INT.GLASS INT.GLASS E%7EWOfi EXTERIOR �` Explratlon Date 04/14I2021 I PRODUCT IS'EXTERIOR- I \ PRODUCT IS'EXTERIOR- I / By I I Mlam ad ro uct Control KODISPACE SUPER GLAZED'IF#82-113 EXTERIOR. 0 7/8LASS TOWAD'IFg82-83 EEXT 0 17GLASS 76 78 � TOWARDS THE EXTEfiIOR I D I GLASS TOWARDS THE EXTERIOR I I GLASS I 4SG TPS SPACER NXT44 I I BITE I BITE INTERIOR I a INTERIOR ALUMINUM PRODUCT IS'INTERIOR- I I PRODUCT IS•INTERIOR- I REINFORCEMENT pOLY1S0- DESICCANT FILL AREA GLAZED'IF 982-831S I 79 GLAZED"IF I/82-831S I I 79 BUTYEFNNEE 5/18 NOM. TOWARDS THE INTERIOR I TOWARDS THE INTERIOR BUTYL& 6M6'NOM. - SILICONE SEAL SEE NOTE 98 SEE NOTE 86 ROLL-FORMED THIS SHEET THIS SHEET DESICCANT \�;t++STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 11///. EXT.GLASS NOTES: Y LYNN,r.`'�, EXT.GLASS 1)BACKBEDDING SURFACES SHALL : NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _*y:: No.5t9705 INT.GLASS INT GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI INTERIOR OR EXTERIOR GLAZED, ® ' _�I1 'f JT a DURASEAL XL EDGE"' PROVIDED THAT THE"HS"SURFACE copypGHT02077PGTINDUSTRES,WO NO CHANGES THIS SHEET. d 04/05/17 %�.�'•. sFtATeof ,- !y� 7e OF A LAMINATED GLAZING UNIT IS ALL R cHTS RESERVED <oR1DP.•'�_� SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 N. TECHNOLOGY ECH ,OL GY DR � � S�oNA��ENG��� (941}480-1600 1SGD-5570,�11 NTS 10OF21 1i MD-5570.0 x q AL4N UILLER.P.E tr OF AUTR929296 P.E#59705 I SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTEANEL CENTERLINE 4„ CENTERLINE 4" CENTERLINE 4° 4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'W 2-TRACK CLUSTER'CS' �J 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK 4" C M R� 4` CENTERLINE CENTERLINE 4° CENTERLINE ¢^ CENTERLINE EXTERIOR 322" EXTERIOR 3.22° EXTERIOR EXTIE��IR101 3.2Z' EXTERIOR —►I 3.22" 3-TRACK CLUSTER'C3' 3-TRACKCLUSTER-V IJ 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1•ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE 4° CENTERLINE ¢° CENTERLINE 4" EXTERIOR 3.22" EXT�TE-RyIOR 3.22' EXTERIOR EXTERIOR EXTERIOR 4-TRACK CLUSTER `� 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE `� 4-TRACK INTERMEDIATE " 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS '+1'AN04OR 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-TRACK DISTANCE IS 2.376" t2.376, 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2-375" 2.375" FOR ALL SILLS: Head/SOl 1 asPRODUCTcomplying o ngREVISED `�OI I,ILYN/y as oom I In with the Florida BuildingCoe N Ffimoobk NOq No 17.0420.06 C�''�ACENgF'•��(�i FIGURES PERTAIN TO THE FOU-OYMO SAL • Expiration Bat 04/14/2021 ISI '•��% C9TER ANCHOR LOCATpNB _' ND.58705 VINYL SLIDING GLASS DOOR NOA(LM) d 10/05/15 By _ Mia11-0 o product Control -O �. ANCHOR LOCATIONS A m J ROSOWSKI �OF COPYRIGHT02017 PGi INDUSTRIES,INC. NO CHANGES THIS SHEET: 04/05117 %tt` FLORID.: S G. Head/SII C3 1 1070 TECHNOLOGY DR M � O I I I I% Jamb 5 N.VENICE,FL 34275 p-hook 7 (941)-480-1600 SGD-5570 NTS 11OF21 � MD-5570.0 Jill A A.LY.E�BLSP.E CENT.OF AUTH.M2E2SE n HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK 4" PANEL CENTERLINE 4" CENTERUNE 4" INTERLOCK 4n CENTERLINE CENTERLINECENTERLINE , EXTERIOR 3.22' EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3 22' 2-TRACK CLUSTER'CT `J 2-TRACK CLUSTER"C5 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ',-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION '+2'ANCHOR LOCATIONS .,"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALS PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE 4" CIMRUNE 4" CENTERLINE CENTERLINE 4 75" CENTERLINE 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" I—I "TRACK INTERMEDIATE 2 ANCHOR LOCATIONS INTERMEDIATE T v 3ANCHOR LOCATIONS ATE "TRACK CLUSTER'CG' � 3-TRACK CLUSTER'CS �J "IV ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK—� CENTERLINE CENTEMNE CENTERLINE 4- CENT ERLINE 4" CENTERLINE 4 EXTERK)R 3.22" EXTERIOREXTERIOR EXTERIOR EXTEERLIOR TE EDLATE 4-TRACK CLUSTER ID �/ 4-TRACK CLUSTER W"ANCCHOR LOCATION 4T ANCHOR LOCATIONS•r `J 4-TRACKIOOR LOCATIONS OCAATI NS+3' "CG"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS NOTES: FIGURES PD3TAN TO THE FI)LLOW@IO NEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTEI8dED1ATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" t2.31715" FOR ALCHEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.376' t2.375. FOR ALL HEADS: PRODUCT REVISED NY LYN HeedlSlll +1 as comp)ying with the Florida ` Q N Bellding Code ��;.•• !Ll/ RGURES PERTAIN TO NNE FOLLOwuJGHEAo P-IIOOk NOA-No. 17-0420.00 `Q�. LLCENFF '•��� CILSTETANCHOR tOCJRIOtl4: Explratlon Date04/14/2021 No.58705 •� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ey = 0 Mla -0a roduct Control -A 'mil 1 �� ANCHOR LOCATIONS B � J ROSOWSKI �O�. sT TE o = COPvwcHrALLa20airs vv ow 'wC NO CHANGES THIS SHEET. rcg'04/05/17 issA�'�NG.`� HJIIII 51 1070TECHNOLOGY amb DR z F- 7 N.VENICE,FL 34275 941 80-1600 :7 A LYNN MILLER P E ( SGD-5570 NTSIll 12 OF 21 0$ MD-5570.0 �$ A P.Eq 68705 CETtT.Of AUTH.W29298 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWMGL B ANCHOR LOCATIONS: ► 2.375" 4.75' 7.125" UAL 8" MAX. 21.6" 21.6" 21.6" HeadIS11 C' MAX. MAX. MAX. Jamb 5 O.C. EXTERIOR O.C. FxTETIOR O.C. E P•hook 7 OPT.ANCHOR TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6° MAX 6° BE LOCATED IN ANY ADJACENT TRACK MAX MAX. - (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS.IN CASE OF AN ODD 2 TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR 12" MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1'X.500" PER END @ 1"X.500' SILL SILL � SILL EXTERIOR EXTERIOR (� EXTERIOR 6"MAX (3)TRACK WEEP HOLES f� EVERY 24"@ 1.125"X.190';� (6)TRACK WEEP HOLES (Ip)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125'X.190"; — EVERY 24"@ 1.125"X.1 90";1 TO AID IN 24"@ 1.375-X.500" (1)WEEP NOTCH EVERY EVERY ALIGNMENT 24"@ 1.375"X.500" (1)WEEP 24@O'" TCH j 375"X.500' NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED LYNiir'' OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida �"`�Op1•_.._„IV,y�� Building Code _ FIGURES PERTAIN TOIHE FOLLOWING POCKET lAi® NOA-No. 17-0420.06 ��.•' �{CENSF'•.C( Q; ANCHOR tocnnGN Expiration Date 04/14/2021 _ No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By = G Mlaml-Da Product Control -•D �o•• t"( � 1 - rr o ANCHOR LOCATIONS Ca J ROSOWSKI �O�'.• ST TEdF •:lV�� COPTwanrezan PmINGusrRlEs,wa NO CHANGES THIS SHEET. ag 04/05/17 i G Au wcHrs RESERVED s TONAL{EC;�`• Head/SIII C3+1 _ �g Tomb 5 1070 TECHNOLOGY DRmill P-hook 7 N.VENICE,FL 34275 (941)-480-1600 IISGD-5570111 NTS 111 13OF21 1 MD-5570.0 Jill A I A.LYNN MILLER,P.E CERT.OF AVTN.VS298 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING DO- SILL ANCHOR LOCATIONS: 90° q• 4" q„ 4" q„ q" 4• q. HeedlSill 1 =EE3.22" EXTERIOR 3 EXTERIOR P-hook 7 2-TRACK 90'CORNER 2-TRACK 90'CORNER 'C4'ANCHOR LOCATIONS 'CO'ANCHOR LOCATIONS 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USEWHERE'C3'IS SPECIFIED) (USE WHERE'C5•IS SPECIFIED) 'C4'ANCHOR LOCATIONS f� 'C6'ANCHOR LOCATION ,J��I (USE WHERE-C3-IS SPECIFIED) `/ (USE WHERE-CS'IS SPECIFIED) , Firm 4 4• 4" PRODUCyCT REVISED 4" Building ICodewNlh the Florida Now-No. 17-0420.06 Expiration Data 04/14/2021 4" 4" 4 4" By Mlaml-0 a Product Control EXTERIOR 3.22" EXTERIOR 3.22" 3.22" 3-TRACK 90'CORNER 3-TRACK 90'CORNER FI I-TRACK 90'CORNER EXTERIOR 3-TRACK 90.CORNER EXTERIOR 'C4'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS �J °C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) q° 4„ 4" 4" No.58705 , 4" 4" �AO'•�,' �b I� �� o �'•. S TE 4TRACK 90'CORNFJ7 3.22" EXTERIOR 4TRACK 90'CORNF.R EXTERIOR 4" 4•TRACK 80'CORNER EXTERIOR '/�'Si7ONALI�NG`�` EXTERIOR 4TRACK 90'CORNER ,! t� 'C4'ANCHORLOCATIDNS 'C6'ANCHOR LOCATIONS •Cq•ANCHOR LOCATIONS '� 'C9'ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) (USE WHERE-Cr IS SPECKED) (USE WHERE°C5'IS SPECIFIED) A.LYNN MILLER PE. NOTES: ' PRA 68705 ' FIGURES PERTAIN TO THE FOLLOWING 00'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS'. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BEin-T SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm' J ROSOWSKI ad/Sill C t PGrIN�USTRIFs,IN Jamh 6 3)TRACK-TO-TRACK coPYRIGHro2oN7 D. i NO CHANGES THIS SHEET. 04105117. P-hook 7 DISTANCE IS 2.375" 2.375" V2.375- ALL RIDNirs RFseiveD FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR o N.VENICE,FL 34275 g • (941)-480-1600 SGD-5570 NTS 111 14 OF 21 d 11 MD-5570.0 �] A CERT.OF AUNH.109296 HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: FOFIGURES ;ER�1°A THE ABHOR LOCATIONS: 135' 4° �a eOR 4° 4' 0 HeaNSili 1 3�„ EXTERIOR EXTERIOR EXTERIOR Jamb 5 15 4" �L, 4^ P-hook 7 2-TRACK 135'CORNER 2•TRACK 13V CORNER 2-TRACK S.CORNER V 2-TRACK f 35•CORNER V 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS •Cfi"ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED (USE WHERE'C5'IS SPECIFIED) „ 4° d&EXTEPJOR 4' qPRODUCT REVISED 4' ns...plying wllh the Florida BuildingCodeNOA-No. 17-0420.06 4' Expiration Date 04/14/2021 0EXTERIOR F�CTERIOR EXTERIOR ByV 3•�. 3�„ Mlaml-Dad aduct 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 "C8"ANCHOR LOCATIONS (USE WHERE-C3•IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) (USE WHERE-C3"IS SPECIFIED) (USE WHERE•C5•IS SPECIFIED) 4' ��.•'•UCENSF• �(�� 4" ° '1Q•? No,58705 EXTERIOR EXTERIOR • EXTERIOR EXTERIOR O�'.,• 1D 0'54 21�-y 2fTy 3.22" �l '��s '•.<oRlDn•..•' 4TRACK 13S CORNER v 4-TRACK 735•CORNER v 4-TRACK 135•CORNER 4TRACK 135'CORNER ' S G 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '��DA/AL1EN (USE WHERE-C3'IS SPECIFIED) USE WHERE-05'IS SPECIFIED) (USE WHERE-C3"IS SPECIFIED (115E WHERE-CS'IS SPECIFIED) A LYNN MILLER,P.E. NOTES: P.E.0587M FIGURESPERTAIN TOTHEFOLLOWW0136•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. @ HEAD ANCHORLOCATIOPlt: VINYL SLIDING GLASS DOOR NOA(LM d ) 10/06/15 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING.AND WOULD BE j SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E JA� J ROSOWSKI { Head/Slll 1 ® { Jamb 5 3)TRACK-TO-TRACK COPYRIOHfe2a17 PaTwou3rwFs.wc. NO CHANGES THIS SHEET. 04/05/17 P•hook 1 7 DISTANCE IS 2.375" W2_375. W2.375. N.VENICE ALLRNCE,FL 42 RFIL 342 75 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR j jl (941)-0801600 SGD-5570 NTS 15OF21 Jill MD-5570.0 A cERT.DF Al1TH./29296 I) l HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LACATIONS: SPLICE SPUC SPLICE SPUCE LOCATION 4" LOCATION 4" LOCATION 4' LOCATION 4" EXTERIOR 1 3.22^ EXTERIOR —3.22" EXTERIOR EXTERIOR HeadfS)II 1 ^ I-L 2-17RACK SPLICE 2-TRACKSPUCE .7 5 •1v4 2-TRACK SPUCE 2-TRACK SPUCE �J •C4•ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS P-h`G'k 7 'C4'ANCHOR LOCATIONS 'Cs•ANCHORLOCATIONS (USE NMERE'CT IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) SPLIC SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCAT 4.75" ION �-4" LOCATION 4" PRODUCT REVISED 3.22" EXTERIOR 3.22" EXTERIOR 4" as complying with the Florida EXTERIOR 4' EXTERIOR Building Code 3-TRACK SPLICE }TRACKSPUCE NDA-No. 17-0420.06 I l 3-TRACK SPUCE 3-TRACK SPUCE C4'ANCHOR LOCATIONS Ce•ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS USE WHERE'C3'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) SE WHFRE'C5'19 SPECIFIED) Expiration Date 04/14/2021 BY Miami-Da Product Control SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" 0 e EXTERIOR 3,21 EXTERIOR ``III EXTERIOR 4„ EXTERIOR P3.11 3.22" Ny LY,�' 4-TRACKSPUCE 4-TRACK SPUCE 4-TRACK SPUCE 4-TRACKSPLICE . ..•••'.•.�'Q��'��. V 'C4'ANCHORLOCATIONS 'Ce'ANCHOR LOCAMNS : �,•'• LICEN,gF•.•(� 'C4'ANCHOR LOCATIONS -CS'ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) P: •(r (USE V•MERE'C3•IS SPECIFIED) (USE WHERE W IS SPECIFIED) •, *; IJO,58705 T'. NOTES: '��s ' <ORIDP•,•'���` 1 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ;�NIllA�16NG.�. FIGURES PERTAIN TO THE FOLLOWWOSPLCEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A LYNN MILLER,P•E HRTAIANCHOROTHEFO FOLLOWING FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.EA 59705 3)TRACK-TO-TRACK 9 VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 DISTANCE IS 2.375` t2.375- VY FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F & J ROSOWSKI C0PMGHTo2m7 PGTMusTRIEs.INC. z NO CHANGES THIS SHEET. �8 04/05/17 -T- 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED Head—➢I Cd 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE 1070 TECHNOLOGY DR Jamb 5 ,-1 34275 00 P hook 7 (941}480.15 SGD-5570 NTS 1 18 OF 21 j W MD-5570.0 d�W A CFRT.OF AUTM.R7Bos PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDE 90' OUTSIDE 135- INSIDE 135' DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL . ASTRAGAL INTERLOCK �nn vwL.L_ INTERLOCK INTERLOCK STILE Wr HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTEWOR OR OUT IN EXTERIOR GLAZED DOUBLE LOCKSTILE I�...............C� INTERLOCK SINGLE E F PP K L L TC TA TV TW ASTRAGAL I LOCKSTILE NTERLOCK OUT leal<artl (eoxu0 SINGLE 8 H P A C C SC SA SV SW SD INTERLOCK �. INTERLOCK INTERLOCK IN W °' STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTTLE STILE W LOCKSTILE D U ASTRAGAL [� LOCKSTILE wrHANDLE tv/n/� B oxom Navo I— A [ SINGLE T DS NERCK NTER F- BOX OUT LR LL W ASTRAGAL -I IV T U BOX IN O1fW OUT.90' CT CS CF W ASTRAGAL z RED IN.01 Q ASTRAGAL AT AS DF 0-• RECENER our 135 I/c /F PRODUCT REVISED ASTRAGAL y/a7 V B complying with the Florida RECEIVER NOA-ag Codo Noq-No. 17-0420.06 IN.13T WT WS WF Expiration Data 04/14/2021 ASTRAGAL a7 RECEIVER By min D e roduct Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "I"SHOWN. PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. % LYNN�i Q'r 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 No.58705 NOT AVAILABLE. 8 PANEL TYPES 11 m J ROSOWSKI - o' 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60. - � [U� O'•. STATE o COPYRIc T020 IEs,INC. NO CHANGES THIS SHEET. 04/05/17 ���•'• F[ORiOP`.••'•\��` 4 PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH i,S ....... C9`x TYPES QUALIFI ED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1 N.VENICE,FL03a2 5R i �.,,0NALE:I (941�A80`160000 a SGD-6570 y NTS 17 OF 21 k MD-5570.0 i A A.L NN WLU R P.E. 5.875- 10.635 py 50 126 r --.650 Z91 061 762 �R ❑��2 O .100 �o U 81 6r .082 .930 �f_ 1.928 _ 100 6Q®�®�® �C� FF2AME SCREW 301 INTERLOCK CAP, 1Q 2 TRACK HEADMAMB © 4 TRACK SILL 7OCOVER(PVC) 6O ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 5.178 H-1.000 r 252 231 .060 -1. 2.060 100--i .---8.250 �1 8.250 �� 1.4351' 062 J�. 1.613 080 L 100 , .949 ��j y' 1.983 1.813 p o 1.681 062 Tr 060 aL�G-��L�®�� 1 BOTTOM RAIL 12 OURT TEERRSILL 13 COVER SILL TRACK 17 P-HOOK ADAPTOR ®P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 r 125 540 540 ['•291 .061 r'229 1 f+2.141 10.625 5.875 -j �j}I+ 3.000 �1 0757 LLL �D�O p o� 10. py 62 50 60 4U 082 I--z.so7 -+� 1.40s r �� [I El1.813 �o U 1.681 �-' +062 i .329 ❑100 ❑ d -Q ��A 19 KEEPERED ©0 KEEPER O BAR COVER BAR ©BBAEIRNFORCEMENT @ FIXED PANEL CLIP ®PLATEORCEMENT @ 4 TRACK HEADlJAMB O2 2 TRACK SILL 2.511 a I�2,838-i IF 1.570 1 - 1.625 I 1.595 r- 1.595 +- 309 f 1 400 3.483 t►-.125 .070963 075 4.635 O4. 1002.073 .099 4.279 jL_ 2.833 2.368 2.768 2.768 Y 10 .090 2.116 300VF--1� 0 1 2.025 312 ❑ ®INTERIOR JAMB COVER ­4�- '188 wl-.182 .120 I-� 182 U �_2.710 Q 1.875 ► PRODUCT REVISED .110 �- 120 2.291 .100 �o as complying with the Florida EXTENDED POCKET PANEL STILE TOP Building TOP BOTTOM (g TOP,BOTT AND S I EOM ©R REINFORCEMENT, IREINFO REINFORCEMENT. REINFORCEMENT EMENT 30 INTERLOCK ADAPTER 31 ADAPTER INTERLOCK Q ASTRAGAL ADD-ON QAND BOTTOM RAIL NOA-No.Code 17-0420.06 ®AND STILE REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Ezpiratlon Date04/14/2021 REINFORCEMENT 3.328 3.345 By 3.462 I-"- NOTES: Mlaml-D a Product control 1.472 - B19 1)SEE SHEET 4 FOR .125 3.209 125 .060 3.713 .090 SILL RISERS. 046 1.500 3.247 3.345 O60 2.175 I 065 1-}' I 2)SEE SHEET 20 070 1-229 ]_ �I gig FOR SCREEN PARTS. .300 1.170 @135°CORNER 36 135'CORNER ©135'CORNER @135'CORNER (@90'CORNER 40 90'CORNER 4 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. ````ti EXTERIOR INTERIOR EXTERIOR INTERIOR 912 .912 .210 . � .173 rVINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15Q No.58705 .065 1.261 1) �1261 r1261 EXTRUSIONS m J ROSOWSKI ® :gyp'• �vW: 7/16- 81 BE BEVELED BEVELED ®OGE D ®OG116 cor�lw-aoMS�ENN 1E5.1Na a NO CHANGES THIS SHEET. 04/05/17 %���CS••.;�[OR10P,,•'G\?: SQUARE BEAD 1070 TECHNOLOGY DR N.VENICE,FL 34275 (s41)480-1600 SGD5570 NTS 18 OF 21 h M D-5570.0 9 g A A•L p EAMILL-,PE CERT.ofr AVRI.IRB28B �n h 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO AEAD CLIP INTO INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHOR &SUBSTRATE, ATTACHMENT TYPE AS USED PANEL EADER ASSEMBLY 41 o USING 4 INSTALL ONE BLOCK A IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. 00K a TABLE ,SHE 1 ANCHORS,SEE AT ASTRAGAL,INSTAL (3)#10 X ° TABLE 1 ONE BLOCK THAT 1.5"SMS ' SPANS BOTH PANELS 90 (3)#8 X q o ° 1."SMS / O U0 I d o - QFIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE Z1 PANEL MIDSPAN OF EACH FU4=D - CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4°SMS #6 X 1"90 1 \ 0 l SMS &EIARER '(4)#10 X 2"SMS e6 KEEPER 19(4)THRU KEEPER @M8.6"O.C.,SEE SHEET19 JAMB TO o KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT LOCKING JAMB d PRODUCT REVISED as comp I, REINFORCEMENT PLATE �U )ying with the Florida 1 Building Code ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER 19 NOA-No. 17-0420.06 @ 34-1/2"MAX O.C. OXXX SHOWN ¢xplratlon Date 0 4/1 412 021 o P By -� Mlam-0a roduct Control \ 98 oU (4)#10 X II • 2"SMS { e9 INTERLOCK INTERIOR I CLIP COVER INTERLOCK NOTES EXTERIOR za REINF.PLATE 2)DETAILS APPLY TO 2,3 AND 4 TRACK TI SEE SHEETS 11 16 FOR ANCHOR LOCATION&SPACING. �.�� (yY LY/v v��'1,, BOTTOM ° #10 X. 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT 11 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS �y VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 't NO.58705 THROUGH SUPPORT,('}��B� -INTO PANEL g PANEL ACCESSORIES INSTALLATION m #lox J ROSOWSKI =A :, 1& 93 ASSEMBLY ® E INTERLOCK SILL RETAINER 1-1/2"sMs ;��` •' FT E ALL PANEL CORNERS• COP" R�airs Rv�Es,mc. c CORRECTED#96 �$� 04/06/17 �C�s'•.,<ORIDP,.•'G\�\ CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR E i NAL 6 INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 x ���111111�11�` (941)480-1600 SGD-5570 NTS 19 OF 21 MD-5570.0 z" A A LYP E MI P P.E, CERT.Or AUTH.W29z9e BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: Eff 108 l/ R 6 0� 121 123 102 119 103 139 132 171 108 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE • 116 33 102 111 � O 131 L�J L-]❑p 121 108 �0 o P� &RO3 O 5 ❑a 1 122 o"�J""l6 1,6 116 t � HORIZONTAL SECTION EXAMPLE tOD 1t � 120 ' 104 1az HORIZONTAL SECTION 117 1.081 1.081 EXAMPLE 1.202-I•�-�-I' 1.7y78 1.778 5 .875 -r+l-.O50T;r-- 050 q—i .045 875 r- 1.020 I r- r 12o FRAMESCREEN 1z,S DE RAIL, 1�ASEN TRAGAL EEN O 1.993 1.993 1.874 RAIL LATCH ADAPTER L� t_:0 -.062 .062 PRODUCT REVISED 100 BOX SCREEN 101 BOX SCREEN 102 BOX SCREEN as eom iyIng with the Florida TOP RAIL BOTTOM RAIL SIDE RAIL 1.435 III---��� Building Code r+-.725 I NOA-No. 17-0420.06 .782 I Explratlon Date 04/14/2021 8 .765 OR ��I� .040 By 113 RS 1.020-y{ �- 1.593 -+1 1.373 I-+-- 128 +20 - •062 Mlaml-Da roduct Control t01 7t� 7� 1 SCREEN VINYL ASTRAGAL 124 FRAME SILL 0 2 °�� SCREEN 1.872 .055 1 833 063 x 4 6 ADAPTER ADD-ON 124 107 �o .062 - -•372 0 ,0 BOX BOX 3 SCREEN 704 SCREEN tos BOX SCREEN lSaQ INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION \`11`111Y LY1/2,�YYY EXAMPLE EXAMPLE NOTES: ON 1.306 055 "-`1 1,48T r- 1)ALL DIMENSIONS IN INCHES. aa� OCENSF R'•' 1.487 1 510- p VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 =*; NO 5870$ M —1 SCREEN DETAILS J ROSOWSKI =�O :• ��� �' �; BOX SCREEN BOX SCREEN BOX SCREEN HEAD j�of •• STA e 0 tl/� 1a6 ASTRAGAL 107 SILL ADD-ON 106 AND JAMB ADD-ON COPYFUGHHTT0201FOTI IE$ING di NO CHANGES THIS SHEET. a� 04/05/17 �i�t�s '•!`'CORIDA,-•' ADAPTER 10T_ALL RIG I O TECHNOLOGY DR a �� �''S�ONALtENG`� N.VENICE,FL 34275 till (941)480-1600 SGD-55701il NTS 20 OF 21 11 MD-5570.0 k A &LYNN MIR,P.E CERT.°FAU1M.02B2B6 �+ uGi RE. LLE068M TABLE C: TABLE D:BOX SCREEN # Part Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track Head/Jamb Rlg d PVC 42 19085 Sill Ricer-(2-U2) 8063T8 Alum. 100 12256 Box Screen Top Ralf 6083 T6 AI 2 19002 2 Track SIQ Rigid PVC 43 19022A Sill Riser-(3.1/2") 6063T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T6 AT 3 19025 &Track HeadlJamb Meld PVC 44 1S023A Sill Riser-(4.1118') 6063-TS Alum. 102 12268 Box Screen Side Pall S083T5AT 4 19026 3-Track Sill Rigid PVC 45 19024A Sig Riser-(4-616") 6083 T>3 Alum. 103 64428 Box Screen Ntedack 6063 T6 Al 5 19027 rack HeadlJamb Rigid PVC s0 718609W .187"x.320"Rnseal(Stile) 104 17347A Box Screen Snepcn Bug Flap 600 TB AI 6 1902B 4-Track Sill Rigid PVC 51 71696K 1-1/2"x I"x 3W Fln Seal Dust Plug 106 64345 Box Screen OXO Astragal Adapter 6083 76 Al 7 19D09 Frame Screw Casr Rigid PVC 62 71696 Dust Plug 108 17349 1 Box Screen Astragal Adapter 6063 76 AI 8 19031 Anchor Plate 6063•75 Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add-an 6D83 T6 AT 9 19007 Track Insert 6063-TS Alum. 61 78153X Tandem Roller Assembly SS IDS 19038 Box Screen HeadlJamb Add-on 8063 TS AI 10 19064 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 109 72OXlX #142D x 1"MS @ Top Pell SS 11 19036 Battam Rail Support 6063-TS Alum. 63 78X76FPTX #8 x 314'Ph.FH SMS @ Roger&Reint SS 110 72OX112X #14-20 x 1-1/2"MS @ Bottom Rail SS 12 19006A Outer S81 Corer 6063-T6 Alum. 64 419042 Frame Header Block Nylon III 7179M Wstp,.2V'x.16T-Fin Seal 13 19011 SIg Track Co%er Rigid PVC 65 48052 Roller Ad).Hole Plug PVC 112 618MK Wstp,.187"x.600'@ Bug Flap 17 19032 P-Hook Adapter 6063-TB Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 114 75RAX HD RogerSS 18 18020 P-Hook 6063-TB Alum. 67 76XI14FPTX #6 x 1-V4"Ph.FH SMS @Bumper Stop SS 19 19047M Extended Keeper 6063-TS Alum. 6B 71696G Sill Plug PVC 116 voiles Screen Locking Hardware Steel 20 19029M Keeper 6063-'B Alum. 69 78185X Gemini Modes Lock wAong Tdm plate Steel/SS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Coder Rigid PVC 70 71032X1FPFX 1"2 x 1"Ph.FH MS @ Lock SS 11 78XiPPA cr 1"Ph.PH SMS Vied 22 19030 Reinforcement Bar 6005•T5 Alum 71 vades Handle KIT Cast Zinn 118 16921314 S Screen Spline-.15d'&.185" Vinyl 23 19037M Fixed Panel Clip W63-T6 Alum. 72 19054 Interlock Retainer Clip Nylon 119 1816C20 Screen Cloth I Fiberglass 24 19035M Reinforcement Plate 6083-TB Alum. 75 Kommerling 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 19017M Top Rag,Bottom Rail and Lockstle 6005-75 Alum. 76 Quanex Super SpacernXrwith Hot Melt Butyl See Sheet 10far # Part Description Material 19046 Reinforcement Composite 77 Quenex Duraseal Materials 19018M Intelock.300 Reinforcement,Std. 600645 Alum. 78 Cardinal XL Edge Spacer 120 12033 Screen Frame Rail fi063 T5 AT 26 28 19013M Interlock.400 Reinforcement,HD 800&T5 Alum. 79 Dow Coming 995 or GE-7700 Beckbadding Silicone 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 AT 122 17363 Screen OXO Astragal Adapter 6063 TS AT 29 19019M Astragal Reinforcement 6ODS•75 Alum. 80 19090 7116'Square Bead Rigid PVC 123 4853K Screen Vlnyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063T6 Alum. 81 7/16"Beveled Bead Rigid PVC 124 19012E Frame Sill Screen Add-on 6063 T6 AT 31 19005 Interlock Adaptor Rigid PVC 82 lew 1-1/1W Bo\eled Bead Rigid PVC 125 6FP95K Bug Flap,85+!-5 duro. ISteel 32 18008 Astragal Add-on Rigid PVC 83 18045 1-1/16"Ogee Bead Rigid PVC 126 78X112PSAT5 #8 x 1-1P2°Ph.PH SMS(Assembly) 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 84 19016 1-3116"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) 34 19040 Interior Jamb Corer 6063-T6 Alum. 85 71725K Setting Block 1/2"x e x 1116",85+!-5 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) 35 19078 135'Comer Astragal 6063 76 Alum. 88 71726K Setting Block 1"x 4"x 1/16",85+f-5 duro. Neoprene 129 varies Screen Locking Hardware 36 19077 135,Caner Astragal Passive Mount 6063•78 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Art.3719079 135•Carver Aetagal Cap-Ext R girl PVC 91 76X114PHPT470X #8 x 1-114"Ph PH SMS @ Reint Bar SS131 78Xl2PPSMSX #8 xl/2'PhPHSMS@DocrAsl.38 19060 136'CamerAslragal Cep-Int Meld PVC 92 710X1PHPT1B•BX #10 x 1"Ph.PH SMS @ Red Suppoil SS 132 16903/4 ScreenSpine-.145'39 19078 ST Comer Astragal 6063-TB Alum. 93 71OX115PPX #10 x 1-1/7'Ph.PH SMS @ Fxd.PH.alp SS133 181fiC20 Screen Cloth Fi 40 19081 90'Corner Astragal Cap-Ext. Rigid PVC 94 710X26PHPT18 BX #10 x 2-1/2"Ph.PH SMS @ Relnt Plate/Ast SS 41 19082 W Comer Astragal Cap-Int. Rigid PVC 95 71420X226FPFX 412 x 2-1/4"Ph PH SMS @ Hdr.Block SS 96 97 7710X34PPX #10 x 34"Ph.PH SMS @ Ext.Pkt.in tt SS B PRODUCT the Florida ()NY ILY/Vro//// 98 710X2PPX #10 x Z'Ph.FH SMS @ Keeper SS NOA-No. 17-0420.06 Expiration OR a 04/14/2021 y1 * No,58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By mlaml-0 l o Product Control -•D PARTS LIST €4 J ROSOWSKI E COP"µ omzo�tr�s as.wca NO CHANGES THIS SHEET.04/05/17 ' SS............ ON NOTES: 1070 TECHNOLOGY OR '///ONALTEN��` 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-55701 NTS 21OF21 MD-5570.0 A ALYPNEµIr�LLE�JRPE. CERT.OF AM.M0296 �e.IM►�-� MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules 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. This product is approved as described herein and has been d IV Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C°CA-5540" Outswi g PVC Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. -5540C.0 titled "Vinyl Casement W' NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revisio are by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 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 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 Officia. This NOA revises and renews NOA No. 17-0614.16 and consists of this page 1 , �1, E 2,E 3,E 4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ov o.20-0402.03 MIAMI•DADE COUNTY fE�i®ti , at ptember 17,2025 �pproval ate: August 13,2020 T8/4/20 Page 1 W MIAMI-DMADE MIAMI—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules 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. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"CA-554011 Outswing PVC Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets I through I I of 11, dated 09/09/14, with revision C dated 03/19/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 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 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 and renews NOA No. 17-0614.16 and consists of this page I and evidence pages E-1, E-2,E-3,E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0402.03 MIAMI•DADe COUNTY MMEW Expiration Date: September 17,2025 Approval Date:August 13,2020 T8/4/20 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0420.11) 2. Drawing No. MD-5540C.0 titled"Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/141.with revision B dated 05/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.16) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missilejmpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-8717,FTL-8968 and FTL-8970, dated 11/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0714.11) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series CA5540/CA5440 vinyl outswing casement windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed sealed by IdalniiM ga,P.E. (Submitted under NOA No. 15-0420.11) Manuel Perez,P.E. Product Control Ex r NOA No.20- 402.03 Expiration Date: September 1 ; 5 Approval Date:August 13,2020 E-1 s� . .... ,.:,mrc �ti, ...fa.�j:�'. < ,t 15 s t 5-;�^��t�-:i.` y.n�i t s� ��s':�:�' _ � t" PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED) B. TESTS (CONTINUED) 4. Reference Awning Window Test Report No. FTL-8183,per TAS 201, 202 &203-94, with an addendum issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0420.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. Manuel Perez,P.E. Product Control Exaprlf' r NOA No.20- 02.03 Expiration Date: September 1 ,` 5 Approval Date:August 13,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA 9S (CONTINUED) E. STATEMENTS, 1. ,->:_.-Statement letter of conformance,.,complying with FBC 5eh Edition(2014)and with FBC 611 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.16) 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under NOA No. 15-0420.11 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. Submitted under NOA No. 15-0420.11 F. OTHERS 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window-L.M.I." approved on 08/25/16 and expiring on 09/17/20. Manuel Perez,P.E. Product Control Ex�in r NOA No.20-d 02.0 Expiration Date: September 17, 5 Approval Date:August 13,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/19/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017),prepared by manufacturer, dated 08/28/15, and revised and updated to the FBC 7t"Edition (2020) on 03/25/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,P.E. Product Control Ex m r NOA No.20- 02.0 Expiration Date: September 17, 5 Approval Date: August 13,2020 E-4 PGT Industries;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA,Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA,Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and the FBC 7"Edition (2020), dated March 19, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 19, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0614.16, issued to PGT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window-L.M.I." approved on 09/25/17 and expiring on 09/17/20. Manuel Per&P.--E'.Product Control ExNOA No.20-Expiration Date: September 1 Approval Date: August 13,2020 E-5 MAX.BUCKVJIDTH ILES� I..�MAX.BUCKWIDTH IMPACTRATINO DESIGN PRESSURE RATING SE BLS E SHEET, �• B.C.SEEM EE T D,SEE SHEET 4 I—L25•MP](. LARGE IMPACT�bTAMLE VARIES TABLES_ SHEETS&BE BLE54-E T' LL T FRAME ASSEMBLY TUBE MULL,SEE T 311l4'MAX 6HEET568 FOR ANCHORAGE DETAILS \ COMBINEDWIDTM \ I PRODUCT REVISED plYl R wlt6 th,Florid, MAX.JAMB O.C. /\ \ / NO -NB EaaArr SEE TABLES NOA-No. 20.0402.03 4.8 VISISLE Exelntlon D.t.• 5H7 2025 \ \ / .LIGHT MEIGHT BYLJ E E.SEE NIAm Ado Produo trol VISIBLE LIGHT MAX BUCK MAX. BUCK 'RAMEE'TABLES SHE H HM48SEMBV Q UPDATED TO FBC REVISED O• HEIGHT S HEIGHT T ES BE . AN HORTY E EN GTM .4pp TABLE b AK-03112= \ / MAX.JAMB O.C. A / A,SEE C / c SEE W61BLE / SE TABS SHEETS SI�EET4 LIGHT C-S / WIDTH LU ' .� U VISIBLE SIBLE � Z 'Ntl m O 9 WIDTDT LIGHT I 0 WIDTH T H 28-MAX.O.C. �1 4MA%(TV•P) U)Y n •l00 O 4•MAX. MAX.O.C.SEED 3•MIN. ADDITIONAL ANCHORS FOR FRAME r TABLES 4A ASSEMBLY TUBE,SE SHEET 5 d I B �—4•MAx 1.2s•MAx.�{ �— D TYP.X-X EQUAL-LEG/BOX&FLANGE FRAME ANCHORAGE 0�g eb �-- Ur 2e•MAX o.c. TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&)CHANNEL VISIBLE LIGHT FORMULAS $�) FLANGE FRAME ANCHORAGE FRAME ANCHORAGE WIDTH:BUCKWIDTH-S•314• rLu ¢ 0 GENERAL NOTES:SER 5540 IMPACT RESIS NT,VINYLCASEM T WINDOW HEIGHT:BUCK HEIGHT-6.314 r Z Q i)THIS PRODUCT HAS BEEN DESIGNED 87ESTED TO COMPLY WITH THE REOUIR SOFTHEFLORIDA BUILLINGCODEINCLUDI EHIGH VELOCITY HURRICANE ZONE(HVHZ). 2.. GENERAL NOTFS..._.__................._............ .._..._7 3 LL 2)SHURERS ARE NOT REQUIRED WHEN USED IN WIN0.BORNE DEBRIS REGIONS.FOR INS GLASS INSTALLATIONS 30'IN THE HVHZ,THE OUTBOARD LTTE(CAP)MUST TEMPERED. ELEVATI DNS.._..._._._......_...._........_....._....__._.1 W O FRAME,GLASS A ANCHOR OPTIONS...................2 Z 3)FOR MASONRY APPLICATIONS W MIAM40ADE COUNTY,USE ONLY MIAM4DADE COUNTY APPROVED MAS CHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, INSTALLATION,FLANGE 6 EQUAL LEG._.............3 ^� Z IHN6 ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE INSTALLATION,INTEGRAL FIN BJ•CHANNEL.....A FRAMEASSEMBLYTUBE_..........................._._._.56 S, Z TA N 4)ALLWOODBUCKS LESS TWIN I-VZ-THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS GLA2ING DETAILS._............................................_7 C W F f DEPICTED AS 2X ARE 1-112'THICKOR GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNEDAND SECURECTO PROPERLY TRANSFER LOADS TOTHE STRUCTURE.WOOD BUCKDESIGN DESIGN PRESSURES......................_....__....__&B C m Q Z AND INSTALLATION IA THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). SOMAASSEMBLY......_._......_..................... 10-11 W I...._.. F y 2 J 0 5)ANCHOR EMBEDMENT TO SAS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHOR CODES I9TANDARDS USED: U SHOULD BE SEALED.OVERALL SEALINWLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. •2020 FLORIOA BUILDING CODE(FBC),77H EDITION O W V •2017 FLORIDA BUILDING CODE(FBC),STH EDITION C = Z Q 6)MAX.114•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD •ASTM:"00'09 j w U BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. .AN66AFSPA NDS.ZOI B FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADW2015 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. •AISI S70.16 \\\ I7rr B.POSITIVE DESIGN LOADS LASED ON WATER TEST PRESSURE,STRUCTURAL)CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. •AISC360.1S ;\ NY LYN 0,,..,....N C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. ?'\,1CLYN F tp THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO T E HE REQUIRED DESIGN PRESSURE THE 33.IrJ%STRESS INCREASE HAS • ,��P NOTBEEN USED INTHEDESIGNOFTHIS PRODUCT.THE I.BLOAD DURATION FACTORWAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACTWOH OTHER *; No.SII705 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PERCURRENT FLORIDA BUILDING CODEANDTO BE REVIEWED BYTHEAUTHORTTY HAVINGJURISDICTION. �jJO'.• `Z U �` 10)REFERENCES:TESTREPoRTS FTL-0138,3/74;ELCO ULTRACOH VOA;DEWALT ULTRACON•N .(\•., y�TE 0 .•w OA;ELCO/DEWALT CRETEFLE(NO&ELCO(DEWALT AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR P PROFILES,LTD WHITE d BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA•S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAFMPA NOS M ALUMINUM DESIGN MANUAL ��s'•.�ORIDP, G\?`` 11)PVB AND SO INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. 121 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. A LYNN MILLER P.E. P.E.W105 TABLE : Glass Table Sheet 'A••ANNEALED WINDOW FRAMES MAY BEANY OF THOSE SHOWN BELOW. Type Description i . W HEATSTRENGTHENED T•TEMPERED 5 7/8'Laminated l.G.:1/8'A Extedor Cap+7118'At,Space+5/16'Laminated;(2)Lites of 1184 A Glass with.090'PVB lnledayer 4 8 •WS-•.080'TROSIFOL®PVB 6 718'Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+EMS'Laminated;(2)Llas or 1/8'A Glass with.090'PVB Intedeyer 6 8 BY KURARAY AMERICA,INC. 7 7/8'Laminated I.G.:3/16'A Exterior Cap3W AU Space+5116'Laminated;2 LHes of 118'A Glass with.D90•PVB Inteda er 6 9 'SG'•.090'SENTRYGLASS INTERLAYER BY BOX OR + () Y KURARAY AMERICA.INC. 8 7/8'Laminated I.G.:3/16-T Exterior Cap+3/8'Air Space+5/16-Laminated;(2)Lites of 1/8'A Glass with.090'PVB Intedeyer 5 9 EQUAL 9 7/8'Laminated I.G.:1/8'A Exterior Cep+7/18'Air Space+5/18'Laminated;(2)Utss of 1!e'H Glass with.090'SO Intedeyer 7 9 FLANGE LEG 10 7/8•Laminated I.G.:lIWT Exterior Cap+7/18'Air Space+6/10'Laminated;(2)Lites of 118'H Glass with.090'SG Intedeyer 7 9 4 MAY NO RE USE WIT7/8'Laminated I.G.:3116'A Extedor Cep+3/8'Air Space+SN B'Laminated;(2)LItes of 1/8'H Glass wit.080'SG lnledayer 7 9 f8MAVNO7BEUSEDVOTH12 7/8'Laminated I.G.:3/16'T Exterior Cap+31W Air Space+61164 LaMnated;(2)Utes of 1/8'H Glass wit.090•SG Intedeyer 7 9 JCHANNEL OR INTEGRAL 13 7/8'Laminated I.G.:1/8'A Extedor �!GLAS FIN FRAMES. Cap+5/16'Air Space+7/18'Laminated;(2)Utes 0f 3116'A Glass with.090'SG Merlayer 8 9 14 7/8'Laminated I.G.:1/8'T Exterior Cap+51168 Air Space+7/16•Laminated;(2)Utes of 1/10'A Glass with.080'SG Intedeyer 8 9 GLASS TYPES 5,7,9,It.13 15 7/8'Laminated I.G.:3/16-A Exterior Cep+1/4•Air Space+7/16'Laminated;(2)Lites of 3116'A Glass with.090'SO Intedeyer 8 9 'a 15 MAY NOT BE USED IN I INTEGRAL 16 7/8'Laminated I.G.:3/1W T Exterior Cap+114'Air Space+7116'Laminated;(2)Ules of 3/16'A Glass with.OW SG lnledayer 8 9 •THE HVH2 ABOVE M' 1 AL-HUM J-CHANNEL FIN TABLE 2:ANCHORS INSTALLED THROUGH FRAME SWCONE NOT UT a- REI-c STRUCTUIUI REINFORCENFM 1 3 Gmup Anchor 6uhlreta Min•Edg. Min. SILICONE c Dislanc0 EmbedmenC STRUC- "I No.. FOAM ]ne'NOM. WlVNOM. POLYISO9UTYLENE a10 SMS all in.(G•.5 7/1 za tMTH DESICCANT 4N1M 0u1Y14 NOTE:SEE DETAILS AND DIMENSIONS ON SHEET II DESICCANT DESICGNT (v,M.18A 5.3. Steal,A38' are• 0.050' FQAM v4/OS.SJ Steel Siuq A653 Gr.3T 3/8• 0.0451'(18 Ga.) EST.Gua6 M.GLASS ENT.GtA83 partM Description MatBdel A Aluninoq 605345' wr 0.050' Y18•areal Lmracon ar P.T.Saulhem PMe(30=0.55) 7n5' tare• 100 Kommedlrp 4SG TPS Spacer System b"T" C4lxuate(rdm 3 ka0 1' fare• Bee tie 3I16'Meet UlmeOn L�mAed CMU,(ASTM C-90) 2.1/7 1-1/4• INC.cuss INC.Goss Ixr G,e, /01 Ouanex Super Spacer r0(T with Hot Melt Butyl Sheet fo 3/16-deel Lxlracom urvowed CMU,(ASTM sea) 1• 1.1/4• KODISPACE SUPER 102 Duarrex Dumseal Spacer Materials P.T.Soldkem Pine(SG•0.5J) w1u, tare• DURASEAL® $12 SMS 4SG TPS SPACEONXT'• 0 103 Cardinal ri Edge Spacer (areal,1"S.S. SIeN,A36• are• D.osv SPACER REFERENCE TEST REPORTS:FTL-8717.996B 58970 cr410 S.SJ Slael Stud,A653 Gr,33' are' 0.0451'(18 Ga.) B MUNnum.9063T5• U.0s3' POLYSG DESMcANT FILL AREA4BI.I'EN- Set112OM.GLASS 1/4'steel USrdCOn W _ BEYOND T THREADS MlmcaM P.T.SouIkml Plne(SG•0.55) 1 t3rB' BEYONDTHE METAL BUr1'LENE SHe•NOIA BITE . PRODUCT REVISED l/4•steel Cutafax P.T.Souu-n Pine(SG•0.55) 1• 1a18' SUBSTRATE SFI1L SILICONE see a plying with N•Fledda Ag9r0Gal0r P.T Soulhem P'vm(SG•0.55) 1' 1a -UNGROUTEDCMLI ROt1-FOnMEO 74 enliai�g codaVALUES MAY BE USED FOR STAINLESS STEEL 140A e. 20.04EM Concrete(mia FIa6 ke91• 1ar4• tr Intlen Dab•1/1'steel Uirewn GROUTED CMUUngmued CMU,(ASTM C-90) 2-7? 1.1/4' APPLICATIONS. IXi.DLAa9C1/4'.tealLift- Cocrete(mkt.3 kai 1'Vte- I-Y4' By- GLyUnwMed CMU,(ASTM 0" i• 1-1/4' E%TEaxm aria Prodec7So tml 14'aleet Cml CorclMe(min.335kv01' tal4't/4'steel wrewn Cacrete(min.FIBS keO 2-VT ta/4• I . Laa � C)REVISED ANCHOR TYPE tM•steel utrecon. Cmcrele lmm.J kaU 2arr taro• XLEDGE'• �� TABLE. v4•.leelutmeon. Ungmm eMu(AsntraD) z-vT 1-vv SPACER a AK-03/1BY20 ° v4•steel aMallex Carcnxe(mot 3.35 MQ z-t/r 1ar4•ungowedalU.(AsTM0.9q 2-0IT 14/4' v1•alaM a9yecaar Cmerete mla J.215 ka - Gmded CMU,(A$RA Og0) T T Material Min FF Min.F. TYP.GLAZING DETAIL TABLE RSINST OUGH INTEGRAL FIN Steel Screw 92 list 120 Jet,ai 1511 Min.Edge MIn. 1B8 Screw 60 kM 95 kai �.1aONY LYNry,��% 1070 TECHNOLOGY DRIVE .� t;W Ascher 9u6tlrale Dimnw Emb•dm•nC 110 Svaw BO kai 110 ksi ��LJ�L-\�(\/ ��'L�,JJ�� `�: JCENSF'•.C('i ElcolDjco U"CorMelol® 67 ksi 96 kM J® N.VENICE,FL 34275 Yv 2.1R'Rmp-vkerY Roohp Nvl P.T.8 Pw{eG•.5s) va• x-Tns• Elco lAvaConS) 165 ke( 177 kM (941)-480.1600 1Ir N0.58705 .•P'- P.T. odMm Pkw(6G•.a5) 1? 1-LB' _ WOTivaahrad 6M8 3/16'OeWMt U6raCan4® 117 kai 164kai - - (Mw41e419.b. 61w1.l. Gr.]]• 1B' 0.0151•(10 W.) SS DeWMI alt CmteF 27.kai 89.kai REGISTRATION f2B2a8 %7J•., 0:; 410 SS Elcor0ewa11 CreteFlex® 127.1 kai 189.7 kai �Q � �c•4/F Siwl,A]8' Sa 0.050' TE (V; P.T.a.-.P.(SG•.55) Nta• tea sL163T6 a1.tlinlpn is kai ?Z ksi �VINYL CASEMENT WINDOW NOA(LM) 9/9114 � F "O/ORIOA,.� C\; .;' M9 Ah .-.ecals"5' ]m' e.OB]' A36 Steel 36 k31 68 ksi B �� PS'"...... \ ,S.8 a. sm.lswd,Gr.]]• ]a o.oso• Or.33 Steal Stud >3 kel 45 kai GLASS/ANCHORS/FRAME OPTIONS g JROSOWSKI r�7 ALtENG�A` a Stwl,A]a' ]2• 0.050• pill A LYNN MILLER,P.E •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE F CA-5540 ° NTS S 2OF 11 fi MD-5540C.0 I C PFJ ae7o5 INSTALLATION 2X WOOD FRAME OR BUCKSTMP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 OPTIONI NOTE2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX ANCHORED THROUGH EDGE DISTANCE DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO WNCREfEICMU. FRAME INTO 2X WOOD SEE NOTE 2, IS SHEET. SEE SHEETS 10 d 11 I/q'MA%.SHIM EMBEDMENT SEENOTE 2 BUCKSTRIP. FOR HARDWARE 1/4•MA%.SHIM+{ BEE NOTE 2,THIS SHEET. EMBEDMENT FLANGE EMBEDMENT SO q FRAME gg EDGE END WN �0 DISTANCE T} EDGE`114'MAX.SHIM DISTANCE Q B e o — 15 QO(7 TYP.ANCHORTYPE. Q EMBEDMENTAND o c TYP.ANCHORTYPE, g EDGE DISTANCE PER ! ❑ o ❑ EMBEDMENTAND SEE SHEETS SUBSTRATE,SEE O EDGE 0157ANCE PER 10 611 FOR TABLE 2.SHEET 2. SUBSTRATE,SEE HARDWARE 2 TYP.ANCHORTYPE, - TABLE 2,SHEET 2. 11 9 EMBEDMENT ANO EDGE B3 MINCE JAMB) HO REINF. D BS DISTANCE PER SUBSTRATE, 11 SEE TABLE 2,SHEET 2. FLANGE 15 o Tom'VISIBLE LIGHT WIDTH 0 82 (LOCK JAMB) FRAME HD REWF. EXTERIOR EQUAL- SHOWN V LEG/BOX FRAME ❑I 1 NOTES: BUCK WIDTH SHOWN p IIl1--III ,)USE ONLY HORIZONTAL SECTION A-A QOO SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH. VISIBLE SEE SHEET9 ANCHORS LISTED ON TABLE 2. HINGE S REINFORCEMENT BUCK SHEET 2.FOLLOW EMBEDMENT AND LIGHT 10b11FOR DADE APPROVED L WON. COMPLIANT EESU STRATI MISTEELFRAMING LE STEEL STUD. HEIGHT HEIGHT HARDWARE EDGE OISTIO OPMNS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE25MFJ?f 2. INSTAL E USED ON OPTION SHOWN MAY 1q•SHI 5 BE USED ON ANY SIDE OF THE SHIM O 0 WINDOW. +{ 16/'MAX.SHIM 10 STD.REWF. 2)MASONRYANCHORS MAYBE USED INTOWOODAS PERTABLE2,SHEETFS�H—OWN 72 STANDARD SASH RAIL Z ALL WOOD BUCKS LESS THANe e PRODUCT REVISED HINGE B REINFORCEMENT• I-1/2'THICK ARE TO BE CONSIDERED • .plvinB wlN tN•FIorIC• (ALL SIDES) 1X INSTALLATIONS.1X WOOD BUCKS 9 .ARE OPTIONAL IF UNIT IS INSTALLEDNOA-N•. 2SEE SHEETSRE DIRECTLY TO SUBSTRATE V400017I2025 11 FOR HARDWARE SUCKS DEPICTED AS 2X ARE 1-17YANCHOR O REINF. 0 THICK OR GREATER IX AND 2X S' ❑IR BUCKS(WHEN USEO)SHALL BE EDUAL ��� MI•m1 DEVGNEDANDSECUREDTO NCE PER LEGIBOX EXTERIORS�SHEETS PROPERLY TRANSFER LOADSTO T ETZ FRAME10611FOR THE STRUCTURE.WOOD BUCKSHOYAJ LC) CHANGES THIS SHEET. DESIGN AND INSTALLATION IS THEGE JAMB I7920HARDWARE Q p TYP.ANCHOR TYPE,EMBEDMENT RF�ppNSIBILNY OF THE ENGINEEROWN 771,21, ANDTRATE.SEE TABLCE E OR ARCHITECT OF RECORD. INSTALLATION EXTERIOR INSTALLATION SUBSTRATE,SEE TABLE 2,SHETT2. �'I EOUALLEGIBO% ❑ ,/4•MAX.SHIM VISIBLE LIGHT WIDTH OR HEIGHT OPTION4 V OPTION FRAME SHOWN (ALSO REFERRED ANCHOREDTHROUGM ANCHORED THROUGH (ALSO OPENING)IS MEASURED AS DAYLIGHT RED FROM FRAME INTO METAL FRAME INTO METAL `171 II7j BEADING TO BEADING. ONY LYN/y�� �'•' `' -FT1070 TECHNOLOGY DRIVE �,>��'•LICENSF EMBEDMENT _ N.VENICE•FL 34275 _ (941}480.1600 :*:'(/n� No.5B705 EDGE DISTANCE VISIBLE LIGHT FORMULAS REGISTRAnoN a2BZBB =A I• "j 0 INSTALLATION WIDTH:BUCKWIDTH-63/4• SOT., a F :•��� VERTICAL SECTION B-B OPTION MEGNT:BUCK HEIGHT-BJ/4• 4 VINYL CASEMENT WINDOW NOA(LM) 919/14 F ':FL ORIO?,.•'�C�; SHOWN WITH HEAVY-DUTY SASH. S ANCHORED THROUGH HINGE A REINFORCEMENT �'%SYONAL FRAME DIRECTLY INTO FLANGEBEOUAL-LEG/BOX FRAMES ' JROSOWSKI 7I/IIIIIIIt71 CONCRETEICMU. 8 CA-5540 NTS 30F 11z M0.5540C.0 p C ALYNN MILLER P.E P.FJU M' INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH 1/4'MAK SHIM INTO 2%WOOD FRAME OR BUCKSTRIP. +{ VC MAX.SHIM INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE�{ I I�EDGE DISTANCE FRAME OR BUCKSTRIP.SEE EMBEDMENT SEE 10&11 TMISSHEEP. NOTE 2,THIS SHEET. SEE SHEETS RE 11 7EMBED ANCHOR ENT FOR HARDWARE EDGE DISTANCE TYPE.EMBEDMENT AND EDGE SO B J-CHANNEL DISTANCE EE SUBSTRATE.S B6 O FRAME E3.SHEET2 TUB () c o�O SHOWN O 114 MAX.SHIM B o a EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT EMBEDMENT Q o o D 15 QOO AND EDGEDISTANCEPER I 0 o O SUBSTRATE,SEE TABLE 3,SHEET 2, L B (NAIL SHOWN) TYR ANCHOR TYPE 10&11FOR SHEETS , SEE o o INTEGRAL 0& FM ENBEOMEMAND EDGE HARDWARE 11 8 1 11 83 62 SHOWNE SEE TABLE 3,SHEETT22. � HD REINF. O D 05 FRAME J-CKAN15 HDREINF. VISIBLEUGHTWIDTH EXTERIOR NOTES: SHOWN f5 eucKvnoTH ❑ 1)USE ONLY HORIZONTAL SECTION C-C SUBSTRATE-APPROPRUITE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLES 2&3,SHEET 2.FOLLOW EMBEDMENT HINGE&REINFORCEMENT ANDEDGE DISTANCE LIMITS.ANY FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SHEETS INSTALLATION OPTION SHOWN MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE52&3 SHEET BUCK 2 WSIB HLE 10&11 FOR MAY BE USED ON ANY SUE OF HEIGHT UGT HEIGHT HARDWARE THE WINDOW. ALSO FOR DADE�PPROVED MUWON 5 2)MASONRY ANCHORS MAY BE IN'MAX.SHIM 114'MAX O USED INTO WOODAS PERTABLE 2, r SHIM 10 SHEET 2.ALL WOOD BUCKS LESS �—'1 STD.REINF. O THAN I-IR-THICK ARE TO BE �� PRODUCT REVISED CONSIDERED IX INSTALLATIONS. STANDARD SASH RAIL 1%WOOD BUCKS ARE OPTIONAL IF c • plYln9 wIN N•FI•Htl• HINGE&REINFORCEMENT, UNIT INSTALLED DIRECTlVTO c emitl•I�9 eoa. IRE TYP.ANCHOR NOl1 .(ALL SIDES) SUBSTRATE.WOOD BUCKS TYPE,EMBEDMENTDEPICTEDAS 2X ARE/-U7THICK Q lmelan D•L•• B/1712025 SEE SHEETS 10&11 OR GREATER 1%AND 2X BUCKS AND EDGEFOR HARDWARE (WHEN USED)SHALL BE DESIGNED DISTANCE PER SUBSTRATE,SEEHQ ANDSECURED TO PROPERLY o0� FIN AND/OR MI•m •tl•Protlucf'Co bvlTRANSFERLOADSTOTHE TABLE526J, FLANGE MAV BE IXinTE SMEEf2.STRUCTURE.W000 BUCK OESION REMOVED INFIELD C)REMOVED INSTALUITON AND INSTALLATION IS THE INTEGRAL FIN C� OPTIONS,DADE MUWON BEERESPONSIBILffYOF THE FRAME SHOWN EXTERIOR `E��10 ENGINEER ORARCHiTECT OFHAQOO RECORD. INSTALLATION INSTALLATIONo3N�zo J)VISIBLELIGHTWIDTHOR OPTION7 OPTION8 INTEG HEIGHT(ALSO REFERRED TO AS ANCHORED THROUGH ANCHORED THROUG1/d'MA%SHIM INTEGRAL FIN INTO METAL FRAME INTO METALFRAME DAYLIGHT OPENING)IS MEASURED 1 FROM BEADING TO BEADING. ��aONY LYNy�7j, 1070 TECHNOLOGY DRIVEa'�,,•''L1GEN EDGE gF••,���:% DISTANCE N.VENICE,FL 34275 Q' •.p INSTALLATION VISIBLE LIGHT FORMULAS (941}480.1600 `*;' No.5B7G5 OPTION 5 WIDTH:BUCK WIDTH-"4' ANCHORED THROUGH HEIGHT:BUCK HEIGHT-B3/4' REGISTRATION 92929& �� Q;•�� INTEGRAL FIN INTO 2X TE WOOD FRAME OR �'I EMBEDMENT iT TYP.ANCHOR TYPE,EMBEDMENT VINYL CASEMENT WINDOW NOA(LM) 9l9114 (�`'••�,(ORIDh.." ��� BUCKSTRIP,SEE NOTE 2, AND NO EDGE DISTANCE PER S �' s •• G� THIS SHEET. VERTICAL SECTIOND-D SUBSTRATE,SEE TABLE3.SHEET2. JCHANNELB INTEGRAL FIN FRAME JROSOWSKI S;�NALIE�` SHOWN WITH HEAVY-0UTY SASH, (—REWSHOWN) S HWGE&REINFORCEMENT ^ a CA-5540 F NTS . 40F11 9i MD-5540C.0 C ALYP."U70 P.E/N T05 ILLUSTRATION OF CASEMENT-TO-CASEMENT(X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X!X!O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 6540 SERIES PRODUCTS COMBINED) 5540 SERIES A•(ErMAX.FOR FIXED CASEMENT AWNING A)INDIVIDUAL A-40-MAX.FOR CASEMENT WIND OW COMPONENTS: 55103ERIE5 CASEMENT WINDOW A)INDIVIDUAL p=BO'MA%.FOR AWNING BICOMBINEO (SILL) FRAME ASSEMBLY TUBE/MULL 5540 SERIES COMPONENTS: COMPONENTS: VERTICAL AWN WG I SHALLOW,FLUSH CM 1�� .,1 WINDOW SECTION F•F FRAMEASSEMBLY 5540 SERIES �'�/.�` I A I MICMOR TUSEIMULL CASEMENT / , , r 4 MAx.WINDOW FRAME , 1 MIN.610X314-SMS® 554D SERIES ASSEMBLY IT'—O.C.THROUGH CASEMENT TUBEMULL F .INSTALUTON HOLES, WINDOW SEE WINDOWS (HEAD) APPROVALFOR F ANCHOR INFO. MAXIMUM WHEN 5CASEM INS 127-1 M'MAX. 127.1/4'MAX PRESSURE WHEN ,`' '•, USING THE FRAME WINDOW IV MA% I AbbESEE NOTE 2: THIS SHEET MULLION 1 J / • ANCHORSEENOTE3, SEE NOTE 2: W�.' I('�% TMI55lIFET +1-70.0 PSF /' 5540 SERIES F ' G CASEMENT FRAME ASSEMBLY VERTICAL WINDOW BE COMBINED TUBEMULL� SECTION G-0 (SILL)COMPONENTS, B•MAX.,SEE NOTE 3,THIS SHEET SHALLOW,FLUSH CAP 4•MAK, ADDITIONAL MUWON ANCHOR 3540 SERIES J EXTERIOR FRAMEASSEMBIY 4.MAX._� SEE NOTE 3.THIS SHEET FIXED CASEMENT / a TUBErMULL WINDOW 55406 ERIES - MIN.610%L4•bHS®1T WINDOW SEE NOTE NOTE 3 S.. MAX O.C.THROUGH FIXWINDOW CA W(KEA) ANCHOR -UNDER SEPARATE APPROVAL. WI THIS SHEET INSTALLATION HOLES,SEE wINDOW(HEAD FRAME ASSEMBLY TUBEIMULL NOTES.ALSO SEE NEXT SHEET. APPROVAL FOR E E ANCHOR INFO. Mom' 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRPME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. PRODUCT REVISED plVlnO with 1h.Florid, 2)ANY 5640SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY REATTACHED Bulldin6 Cod6 TO THE FRAME ASSEMBLY TUBMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN TIE ASSEMBLY,USE EACH ..A-Nu. 20.0402.03 WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR ex Intlen OAS• 9117/2025 FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY. 81-1p'MAX .-I BY• T3)FORHIS ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS TIRE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES.AS SHOWN ON ME. Ad.ProduekCo trol THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EOUAL-LEG90X FRAMES.FOR FIN OR J-CRANNEL FRAMES CI HORIZONTAL ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEETS. SECTION E-E C)NO CHANGES THIS SHEET. SHALLOW.FLUSH CAP 4)FOR FLANG E OR EQUAL-LEGA30XFRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.010 X 314• AK-0311920 SHEET METAL SCREWS.USE THE SAME SPACING AND QUANTITYAS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL UP TO 5540 SERIES 5540 SERIES ITMAXO.C.,ADOADDRIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE ALL EXTERIOR ,p CASEMENT CASEMENT JOINTS TO BE SEALED BY INSTALLER WINDOW WINDOW 5)THE FRAME ASSEMBLY TUBEMUU-MAY NOT EXCEED 63-IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEED ATOTAL OF 127-1/4'W WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK INCLUDING THE FRAME ASSEMBLY TUBEMULL WIDTH, ....... I// ASSE BLIES FOR CUPPED MULLION ASSEMBLIES SEE 1070 TECHNOLOGY DRIVE �-e' TUBE MULLION UNDER SEPARATE APPROVAL .'•.F� FRAME ASSEMBLY TUBENULL MIN.610XL4-SMS®1T N.VENICE,FL 34275 MAX O.C.THROUGH �* No.58705 DEEP,FLUSH CAP (941�80-1600 EXTERIOR INSTALLATION HOLES.FSEEOR _ YT WICHOR INFO.APPROVAL FOR OUT .l SEE SNEETfi FOR FRAME ANCHOR INFO. REGISTRATION R82B8 7 J �� ASSEMBLYTUSEMULLION ���•'• S A SF oeraLs VINYL CASEMENT VOINDOW NOA(LM) 'g 9/9/14 i��C•• pLORIDP,. \�: o FRAME ASSEMBLY TUBE DETAILS A g�JROSOWSKI ALI�NG A LYNN MILLER,RE CA-5540 NTS 50F 11 $ MD-5540C.0 C P.E6 emw EXAMPLE CONFIGURATIONS WHEN USING THE FRAMEASSEMBLYTUBEIMUL-FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED.TUBE MULLION UNDER SF-PAPATE APPROVAL ,/4• END CAP TO SPAN BOTH WINDOWS,SEAL INSTALL 7 ADDITIONAL GROUP F 81.1I4•MAX. WINDOW ANCHOR SILICONE. ANCHORS THROUGH THE END CAP. --� BI•t/4'MAX. SEE NOTE2,SHEET b �p • O• • •O O • 140'"tAx I�::- y; y? :- MAX 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMWS MAX.) ULL. I f'•�•` (4 WINDOWS MAX.) L -t/se 127-1p' ,•vd• Max. EXTERIOR127•,q•MAX 25Sy4 txavd BYF— I— ::j MAX •SE 20R MORE W WDOVS(4 �� 127•I WINDOW )WrrH 25sy4Xx� HORIZONTALFRAM ASSEMBLY E W BEIMULL 20RMORE WINDOWS WITH VERTICAL FRAME AS SIDE VIEW ASSEMBLY TUBE/MULL VARIOUS WINDOW TYPES AND SIZES(4 WINDOWS MAX.) A-67MAX.FOR FIXED CASEMENT A-40•MAX.FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP, FRAME ASSEMBLY W BFrt.IULL �-A+•i A•60'MAX.FOR AWNING FRONT V@W FRAME ASSEMBLY TUBE NOTE: L1y. U APPLIES TO FIN OR JCHANNEL FRAMES, REFER TO SHEET 5 FOR THROUGI4FRAME FDm 1 ANCHORAGEANDTHLSSHEEr PRODUCT REVISED 2)REQUIREDAT HEADEWSILL OR JAMBS TO SEAL THE END OFTHE FRAME ASSEMBLYTUSE FOR NAIL FIN ANCHORAGE DETAILS plyy,,9Mith lh�Florld� Du11dInB Co� 31ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE TYP.AT ALL FRAME ASSEMBLY WBE ENDS,SEE SHEET S. BOTH HORIZONTAL ANDVEATICAL 12 4 NOII_No. 20.0-2.03 25Sy4' MAX. 9117/2025 4)END CAP MAY REQUIRE INFIELD TRIMMING.STANDARD LENGTH IS le. t27-1N' E.plmtlan Dat.• Dt,. u L = MAI Nl.m dn Produef Co erol 'UNDER SEPARATE APPROVAL C) CHANGES THIS SHET E . 1.250 AK-NOOy1820 2 OR MORE WINDOWS(4 WINDOWS MAX.)WITH HORIZONTAL FRAME 221•—�-I F� ASSEMBLYTUBElMULL ,.874- I 1.B]/'-.-11 r REMOVE FOR VARIOUS VA DOWTYPES �1 r-- rFIN APPLICATIONS AND SIZES. .100' 37fi' jF:j .fi27' I J 11111111!! 3.250• 1.44P ,OfiP .0801 I I 1070 TECHNOLOGY DRIVE �� pNY I.YN,yM l '0�• N.VENICE,FL 34276 �a LICENSE':!1���% OSHALLOC FLUSH ODEEP,FLUSH L _U Bf CAP.PVC ID cnP I �•� Ry. (941�80.1600No.58705 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAMEASSEMBLYTUBE - _ B7 END CAP,PVC REGISTRATION RI28fi -9 1 OFRAMEASSEMBLY �p1•, 30 WBE,ALUM BOOS75 VINYL CASEMENT WINDOW NOA(LM) 9/9114 :,c•.. <77� 8 FRAME ASSEMBLY TUBE DETAILS B ' J ROSOWSKI ,S/ONALEN\`� CA-5540 1_f1 NTS 6OF 11 JR.61 MD-55401.0 C ALrp E�emo�.s'IP.E 7A'NOM. -.{ 7/8'N 718•NOM. 5/16"A/A PVB 511 6"A/A PVB I I 5116"ALA PV8 I 5116"A/A PVfi 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3l8"AIR SPACE 1/8'A GLASS 1/8"T GLASS 3/16"A_GLASS 3I16"T_GLASS aEXTERIOR a EXTERIOR a EXTERIOR 1. a EXTERIOR 100-103 100.103 100.103 100-103 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 C)NO CHANGES THIS SHEET. e AK-03N9Y20 7/8'N 718•N NOM. �+-- �•-� 718•NOM. > Y! ••y 5/16-HIH SG 5116"H/H SG 5116"HIH SG 5116"HIH SG S 7/16"AIR SPACE 118"A GLASS7/16"AIR SPACE- 318"AIR SPACE 318"AIR SPACE cN^i al°B K 1/8"T GLASS 3/16"A GLASS 3118"T GLASS o a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL g un 2Ul- 100.103 100.103 100.103 100.103 W Qo I .I z GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 'z`" o 0 z ^ --�{ 718.NOM. +{ ]IB'NOM. +� 1-NOM. -�{ 718'NOM. i Z -, N I I I F g tj F 7/18-A SG 7116'A SG /A 7/16"A SG 7/16"ALA SG GALA /A O 5/16'AIR SPACE 5116"AIR SPACE Lwl Z uuugSSS 1/8"A GLASS 1/8'T GLASS 3/16"A GLASS 3/16'T GLASS z U aEXTERIOR a EXTERIOR a EXTERIOR <�i EXTERIOR was `111111111!!!!' 10o-103 mama 10o-103 mo-loa .�`ONY LYN,y GLAZING NOTES' GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 •A••ANNEALED _*:/-No.58705 , N•HEAT STRENG1HENED /! T•TEMPERED =•O "l n� 'a•� 'PVB••.090'TROSIFOL®PVBI I %�'•, ��1 �:•((/� BY KURARAY AMERICA INC. GLASS TYPES B THROUGH G1A55 TYPES 5,7,9, O�•.• S 'SG••.OSO'SENTRYGUS®INTERLAYER BY NURARAY 18 MAY NOT BE USED WITH 615 MAY NOT BE USED IN (�' AMERICA,INC. •FIN FRAMESOR INTEGRAL I THE HVHZ ABOVE 3V. �SS�ONAL 1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 7 A.LYNN MILLER,RE 2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. PE9ILLER TABLE 4: Window DD619n P......(+/-Pon swa.,d NOTES: S.tR Nn9.e u g 1)BUCK DIMENSIONS SHOWN. IA'A CAP,AIRSPACE,1/8'A..080'"B.VV A IbHw�mMi Window Buck Width(11) ) 2 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT gmeulam 24 26 9- 90.663 65.70 W.7 OW.7 6W.70 OU-70Z.25 99.049 ]3.471 93.912 34.]70 ]4.p29 35.900 ]3.79i ]B AVAILABLE WIDTH OR HEIGHT 48 +65/-70 +BY-7p +BY-7(I +aSA70 •fi51-70 +&V-To +BY-70 +6Ydo +BY-70 •eL-70 +6Y-]D •05/-]0 +651-]0 +6Y-70 +.W.7. +--70 •BY-70 DIMENSION. SO +SY-70 +W-70 +BY-71) •65/-70 +6Y-70 •65/ J +BYb93 +BY48.6 •6Y681 •eV.7.5 +65I.67 -8V-Be.6 +6YE5.a •696S4 +/b4.B N81A •48d.2 68 •6W70 +6Y-70 r65/•70 +6Y48.7 +WL .E +W47.5 +&Vb) •6Yb8A +6YES.8 r .a&3 ./Ad.] 4-2 -1-6 +163.1 N62.5 +ib -I.. 70 +6Y-70 --70 +6Y-70 +BY47.5 +B .B r6Lbe.] +851{S.B •6Y85.2 Nb6.8 4-1 •/�8].S 4-9 -.4 •/b1.B r/b12 •IE0.7 H{.5 71.593 +6Y-70 +eY-T0 -SW-70_ +6W47.1 +BY48.5 r69d3.9 +6vb5] M84.6 +/b/.t +/b3.e .1d •/b2.5 +141.8 +/612 r13D.8 +1-00.2 +/bp TI +BY-ro +W-m +W-70 +6v6 +6Y68A •SY45.6 +6vb53 ./44.7 +/44.1 +/63.5 +142.9 +/-62A Hb1.6 •/613 •IbD.] r/bp.1 73 +ev70 •69-70 +6v70 +BY4V *6W46.1 +Sv A +/65 -/dA +/43.5 ./43A 442.E +/62.1 •/41.5 +141 •1b0A 74 .m.m •Bv-70 +6Y-70 +Bv46.5 +8Y65.8 +W65.3 +44.8 +A617 +/-82.9 -142.3 +/A1.7 +/A1.3 +140.8 +/b0.4 75 +BY-m +&Y-]0 •BY-ro +65/b6.2 +851b5.7 •16d1 +/.83.6 •/b3 +/-82.2 +/61.5 +/E0.8 +/D.3 r/d9.9 T8 +m-ro •8Y-70 +BY-70 •6v68 +6v65.1 •I64 +/9.1 I +1624 +141.6 •160.$ +/60 .1.59.4 Y n +m-m •6v-70 +BY•70 +BY453 +/N,9 N-0].J +/623 +I61.8 +161 +/40.2 r149.3 78 +W.m r 70 +0-70 -+/-.a +/832 +14V .141.9 +161.2 +160.4 0.69.6 T9 +SY-70 +Bv70 +ev-70 r163.T +/629 114ZI +161.4 +140.6 H-59.5 1 WX,IAAWO.CSPAONGo BO +BY•]0 •6Y-]0 by-TO +/4J2 ./62.4 +1-01.8 r/-0O.p +ISJ kMX.D.CSDACING IFANOiONNG 81 .eY-)0 +8Y-70 +eY-09.p +/628 r181.8 •/61 -02 ANp10NNG SHEEN-.E FRAMF DDI HTHEINTEGMERN DFASIEFT4 02 +6Y-70 +BY•70 .6949.6 ./622 +/41.3 +/40.5 APPLIES TO S.COROANGIORS ADPUESTO FAN. m .BY•70 +&V-]0 +BY68.5 •/61.7 +/60.8 (SEETABIBZI ISFETABIF 9) 84 +M-70 1 +6Y-70 1.6Y49.3 +141.3 1 ]Lfi1' 4' TABLE 5: GLASS TYPES 5,7, ,11,13 Window De.Ign P...-,(N-p90 wiwwrd u.Ob npY aISMAYNOTBEL! IN 1/S'T CAP,ARS PACE,1W A.OK' 1/0•A THE HVHZABOVE 30'.w TlDa Window Buck Width(1n) gmembu 24 m 28 ]0m 31.052 3-1 31.819 32.217 MAR! 33.049 33.4n 33112 b1.965 ]4.e26 35.006 35-]9T 96 b +6Y-70 +6Y-ro +6Y-70 +fiv-]0 +BY-70 •6v.70 +651-70 +6Y-70 +65/-70 +6v-]0 +6Y-70 +BY•70 •Bv-70 •6Y�]0 •6v-70 +6Y-70 •GV-]0 W +pv.70 •SY-n .M.70 +6Y-70 .W-70 +69-70 .65/•70 +M.70 +6Y-70 .89-70 +6Y-70 +89-70 +W.70 +BY-70 +e5/-70 +eY-]0 +6v-70 6a +SY-70 +8Y•70 •6Y-70 •BY•70 +6Y-70 •6va0 +BY-TO +6Y•70 IOU-70 +651-70 +8Y-70 "9.70 10-70 +0-70 •0.70 +6v-'711 •6Y-71) 70 +pvro +ev-ro +W70 +BV-70 +6vro +0-70 +651.70 .69-70 +651-70 +W-7o .69-ro +W-n +69a0 •W-70 +M-70 +6Y-70 •sv-70 PRODUCT REVISED 71.39] +--m + -m +-.70 +BVTO +SY-70 +M.70 +6v-70 •BY-70 +651-70 .651-70 +ay-m •W-70 +6Y-70 +WL%G +W49.2 +SY68.7 r6966.6 -plying wnh th.Florida n +pY-ro +0Y-70 •W40 +6v-70 +6Y-70 +65/-]0 +Bv-70 +6v-70 +661-70 +M.70 +&Y-70 •Sv-70 +W-7 +6Y69.2 +BY68.6 +BY68.3 e;lidinaC d• n .psr-ro .avro .evaa .eYao .6v-70 .evao .ev-io .eY•ro .evao .65-70 +ev69.6 +65169.1 -M48.e •6Y46.2 +AY47.7 NOa-No. 20-0402.01 74 .BY-ro +Bv-ro + -70 .OW-70 .9Y'70 +M-70 +M-70 +M-70 +6Y69.8 .65A69.2 + 4ZA .bv-ee.1 .ev47.e .e514T.1 e.plm emn Da.• 811712025 75 +6Ya0 .Bv-ro + -To +W-70 wva0 • -70 +6Y-70 •69-70 .ev69.1 -W-A +6v67.6 .6v6T .6546.5 er• 7e .svaa +W." +W-70 +W-70 •8v-70 +nv-7o +BSA7D •ev493 .6Y4ad .sv4).e .BS/-0ea .W. Zm p.do P]oduq CP bol 5 n +W-70 +W-70 +W-70 +Bv-70 • -70 .W." +6v69.5 wW-6 .M47.a +65/669 +svb5.s 76 +-70 •6v-ro -70 rev-70 •ev-70 •6vbe.7 +BU48.8 .WAD +eu67.1 -W-2 79 46v-70 +BY-ro +6Y-70 +sv-70 +8Y49.9 +Bubo .aYbp3 .6vwa .Bv-0eA C)NO CHANGES THIS SHEET. MAIL IAMBO.GSPAONGIF AK-03119120 B0 +631-70 •6Y-]0 +BY-]0 •SY-70 +BY69.3 +B5/48.4 +66/67.S •6Y4B.6 ANOIOWNGTHNOUSHTHEFRAMEPER MAY.O.t.SPACING IFANOIOWNG fi 61 +69-ro •6Y-ro +BY-70 +6Y6B.6 +6Y402 +eY4).6 +85f46.6 SHfET5384 111ROWHTHEINT-FINPFRSKIT4 82 +BY-70 • 70 +W40 •6Y49.1 +•Y402 +BY4].2 APPUES TOB,CORDAN040R5 APPUESTD FANOIORS 83 +6v-70 +6Y-70 +6Y-70 465/48.6 +6Y47.8 ISEE TABU:31 ISEETABIE]I er +6Y•70 +6Y-70 +eV-]D •6Y48.1 9L6P d' \ 1070 TECHNOLOGY DRIVE ,�`��4�'�•��cErvyN N.VENICE.FL 34275 (041)480.1600 :*.' No 58705 '. ® t.- REGISTRATION 028296 73•., 3�S Zo G=; OF VINYL CASEMENT WINDOW NOA(LM) 8 9/8/14 (l ••,'�fOR10P••• DESIGN PRESSURE TABLES A �3'J ROSOWSKI ''�SS O V,A, „CA-5540 T NTS j 80F11 Xi MD-5540C.0 z C AL PE=,PE TABLES: Window Design Pressure,(.I-psf) �m-Gur 1�•ew•vu• Yt6-ACAP,ARSPACE,1/B'A,.M*PVB,IICA A 3lU'TCAP,AIRSPACE,VS`A,,090`PVl,111*A eeen,tNw4 Im t3•• 7158 Rehbrt iTym Mod- Bwk Width on) DI-I.m 30.883 1 31.052 31.131 31.819 n21T 32.625 36041 MAn 33.912 I 34.365 U.829 35.306 35.797 36 71.5m .651-70 .651-70 +651-70 •65/40 .BY-m +651-70 +BY-70 +w.m +BY-ro •651.70 +6Y-70 +6Y-70 +6Y-TO •6Y-70 72 -ay-To +BY-ro .6'a-70 .8'J/-70 +w.m +65470 +W.M +651-70 +651-70 +651-70 +fiY-70 +6Y-70 W51-70 +651-70 73 +6Y•70 .sv-70 .W-m -07 +6Y-7o +65/-T0 .fiv-ro +65/-70 .es/-7o .ss/-7D .6sr-7o +fiv-to •fist-]D .sv-]o PRODUCT REVISED 74 •BYAO •BY•ro +6Y-ro +6V-ro •6Y•ro +6Y-ro +eY-70 +6v-ro +BY-70 +fi51d0 •BY-]0 +8Y-]0 •6Y- MAA'1Ah'180.C.SPACINGIF MAX O.C.SPACINGIFANCHORING PI "do with lho Florida 75 •fiY-To .w-m +M-To +65/-T0 +6Y-ro +85/- 70 +6v-70 euli-cotl. ro +61/-70 +w-m +6Y-70 +fiY-70 +6rW-70 +BY• ANCHORING THROUGHTHE FRAME PER THROUGH THE INTEGRAL FIN PERSHEET4 NOA-No. 20.0402.03 y 70 +BY-70 +fiv-70 T6 •BY-70 +6Y-70 +BY-TO +BSNO •6Yd0 +BY-70 +85IJ0 +61•]0 +6v-70 +fiY•70 +BY-70 +6Y-70 +6Y-70 +6Y-70 APPLIES TO B,COROANCHORS APPUEi TO FANCH00.S ps lotion Dab• O)17[202$ 71 +65/.70 .651-ro +5Y•ro +651.70 +651-ro +651.70 +6Y.70 +651-70 +BY-70 + -70 +6Y-70 +6Y-70 +BY-7o +6Y•70 (SEETABIE2) (SEETABLE3) TB +BY•70 +eY-70 +651-70 +85/•70 +65/-70 +fiY-ro +BY•70 +KW-70 +fiY-70 +6Y. 1267' 4• erR- ro +6Y-70 +6Y-70 +fiY-70 +6Y-TO Nl.m atlo%otlucf'do trol m 78 +69-ro .651-70 .65/•70 +64/40 .6s.70 +651-70 +651-70 +BW-70 .6Y-70 +651•70 +651-70 +65P-70 +eYdO •651-70 80 +651-70 .BY-70 +65r-70 +65/40 +fi5/-ro +BY•70 .BY-ro +8S/d0 +6Y•70 +fiY-70 .6Y-7o +6Y•70 +B 40 •6Y-70 C)NO CHANGES THIS SHEET. 81 +BY-70 .651-ro +8Y-70 +6Y-70 +65/-70 +BY-70 +BSI70 +65I-70 +BY-70 + 40 +W✓70 +6Y-7o 451-70 +BY-70 2 AK-03119/20 82 +6Y-70 +89-70 +6Y•70 +01-70 +w-m +BY-TO .BY-ro .fiY•ro +BSI-70 +6Y-70 +`S-70 +BY•70 •69-70 •fiY-70 63 70 +fiY-ro +6Y-70 .sY-ro .BY-ro +6Y-70 +6Y-70 +6Y•70 +551-70 +6Y-7D •6Y•70 +6Y•70 4Y-70 +6Y-]0 04 +6v ro +651-70 .651-70 +BY•70 +6 40 .851-70 +W-70 +6Y-70 +85f-70 •BY•70 •65/-70 +651-70 4Y•70 +6Y-TO W U TABLE 7: > w Window Design Pressure,(+/-Psf) p w O 1/B'A CAP,AIRSPACE,I/8'H,.090'SG,1/B'H A 1/8'T CAP,AJ RBPAGE.7/6•H,.09a SG,118'H S4�R�ltnpe A U•Im m 9,70,11 Y n ol00 Q O InSu«aa.+n T_ &12 w vN ,uuu7SSS� Mold. A CAP,AIRSPACE,1/d H,.O9P SG,Ire'X A Y18'T CAP,AO35PACE,1/8'H,.090'SG,1/8'H U P`Tj MAX.JAMB O.C.SPACING If .J Wutldw Buek Width On) ANCHORING THROUGH THE FRAME PER OLL O A7 O dmdncbrie 24 26 28 30 32 34.005 35.705 W.621 3B4OB5 39.128 4o Z m c 40 +7a-110 +1a-110 +701-110 +7a-110 +70F410 .701.110 +m-110 +m-110 +7a-110 +m-110 +7a-110 SHEETS 3&4 U U CS 8D +Ta•110 +701410 +7a-110 +701-110 •71Y•710 .701-110 +701-110 +7a-170 Na- APPLIESTOB,CORDANCHORS W Z do Q tm .7a-110 +7a-1to r 73 +7a-110 Na-110 Na-110 wa-t10 .7a•110 .7a-1 f0 .7aa10 Na- (SEE TABLE 2) w no wa-1m .m-110 .Ta.no o �aa O m 76 +7a 110 •7a-110 +7a-110 •7a-110 +7a-t10 Ha-110 •m-170 Na-Hp .7a-010 +m-110 .m-110 30.13' G Z v Z W 84 +76'-110 +701-110 .7(111U) +m-110 +70'-110 Na-110 .7a-t10 .7a-tio +71V•i to .7a-110 .7a-t 10 w tL THROUGH GLASS TYPES 5,7,9,11,13 OO m19 MAY NOT BE USED WITH J-CHANNEL OR INTEGRALTHE MAY NOT BE USED IN ZTHE HVNZABOVE 3a. > W 1>ay9j!GLASSTYPES9 FIN FRAMES • ®� � C TABLE 8: Cy, W F Window Design Pressure,(+/-psf) HenrNi}41 w°'°,>en &16 13,14. w W. ,IS 1/8'A CAP,ARSPACE,Y18'A„OB0'BO,Y16'A 8 1/B'T CAP,ARS PACE,Yle'A..090'SG,Y16'A 6uh.11'n4a 4 •Imam• N O. lamlmodmml Ted 16 6 c Y16'ACAP,ARSPACE,Y16'A,.OBa SG,Yt6'A 8 Y16'TCAP,ARSPACE,116'A,.O80'BG,a18'A U Z Wlndaw Bu41,W,d9,0n) O } N Olmmdl- U.W5 1 34.414 34.674 35.264 36705 MAST mml 3/.096 37.SB4 1 U.065 366 39.129 39.672 40 Z W (¢.1 71.41 +701-110 +70i-11D +7a-110 1701.110 +m-110 +701-110 +m-Ilo .7a-110 +7a-1f0 +]a-tto +la-tto +m-Ilo -M-110 •Ta-tto 1 O 72 +70-110 +7a-110 +m•110 +7a-110 .704110 +701.110 +701-110 +721-110 •7a•170 TOM +7a-110 .701-110 +7a-110 73 +701-110 .m-110 Nano +70/a10 +701410 +II8-110 +7a-110 •7a-110 a01-I10 .70M) .7a-110 +7131•110 �`7` YLYnI 1j/ •7a-t t0 75 .m.110 +701-110 +7a410 +7a410 •m-110 .701-110 as--/to ]01.110 .701-110 +701-110 1GEN3p 76 +70J-110 +70f.110 +70/-110 .7a-Till +m-110 +mA10 .7a-110 Na-110 +7a•1/0 ` ••,P yd 77 +roA110 +m-Ito +701-110 +701-110 •m 110 +701-110 .m-110 No.5S-IIo +701- 705 �i 78 as-110 aa•110 +7a-110 +7o/a10 .m-110 +7a-110 +7a-110 `*: *_ 9 ]B +m-110 +m-110 Na-110 +7a-110 •]a-110 +m-110 MA7l.lAMB O.G SPAONGIF -G _- BO +Ta-7f0 +ia-110 •Ta-110 •7a-110 +7a-110 ANCHORINGTHROUGH THE FRAME PER �'. 3�1�: �- SHEETS3&4 NOTES �0,�'.• sT TEO (V�` B1 +m-710 +1a-110 .7a-110 +7a-110 1)BUCK DIMENSIONS SHOWN. i F ';F[ORI0I, 63 +7a-110 •m-110 +1a 1f0 APPUES�B,CORD,N[N00.3 ROUND IIZESNOENEXT SEFTAB E2 B1 +7a-110 2GB8• AVAILABLE MOTH OR HEIGHT A LYNN MILLER,RE P.Ef M706 2.616'—�-I ar RrbM oioiro IYlmr rnPY.d0.0o1•de.WP 4 48.001'6.OnP a 66pq•glppp 5 2.SBT R.SBT VENT BOTTOM RAIL L 5 EXTERIOR 80 USED ON STD.VENT ONLY ® .075' .075' + ATTACHEDTO BO SHOWN62 USED ON HD VENT ONLY 44 '340- ~- 26 % P3 �FRAME.. Ir O HE)VENT RAIL SO STANDARD VENT RAIL 27 ATTACHEDTOI FRAME JAMB L 82 80jg8• ATTACHED TO 2q VENT SIDE RAIL END GO@ 21 28 p 5 1.522' 1.522' 53 Q -L .075. WS La 875• 93 58 EXTERIOR FRAME SILL O 15 67 11 HD VENT 10 STANDARD VENT 20 EXTERIOR REINFORCEMENT REINFORCEMENT ATTACHED TO FRAMEJAMB 22 ATTACHED TO + FRAMEJAMB © 25 ATTACHED Ir :--T TO VENTI 43 42 SIDE RAIL L 35 PRODUCT REVISED 80 OR 62 plying will tha Florida 62 SHOWN 37 28-34 Building Coda Nod-No. 20-0402.03 E%loth"Data• 911712025 ATTACHEDTO 39 FRAME JAMB Mlam ada Produc)'C tml .31B• 301• LCIRWSE EXTERIOR NOTE 1 28 .7sa FRAMEJAMB HORIZONTAL HARDWARE SECTION FRAME JAMS 1 0 KiGWJNG EXTRUDED 1 FRAME SILL 7J BEAD 1 FRAMESILL B0 SCREEN FRAME 1 ' 1070 TECHNOLOGY DRIVE ���a�:'•�10E1�'SF'��(����� N.VENICE,FL 34275 = Q.. 'mP IT (941)480-1600 _tt: Na.58705 _ VERTICAL VERTICAL REOISTRATIONK0286 P`• �,A HARDWARE HARDWARE �T'•.. ATE OF NOTES, LOCKJAM9 HINGE JAMB VINYL CASEMENT WINDOW NOA M $ 919/14 �S/Ft ORIOP••NGC\: 1)SOME PARTSIOPTIONS NOT SHOWN FOR CURRY. 8 BOM&ASSEMBLY A ,& JROSOWSKI �SJI1NAL1E111� yy A LYNN MILLER,P.E.2)INTEGRAL FIN FRAME SHOWN,PPJTf%1.OTHER FRAMETYPES APPLY. '�CA-$540 n NTS 6 10 OF 11 gi MD-$540C.0 D PEa56705 i Y1 D.eerlp8.n M.Ind.l 3.500' 3.500. 8 2 620126 Range Frame PVC C&F�XTRUDED CaEXTRUDEO 4 620126 3 62012 Equal LeFin Frame PVC WEATHERSTRIP WEATHERSTRIP Equal glBm Frame PVC 5 620130 ShindeN Vard Rag PVC 2.88T 2.88T 8 620173 HDVwt Reg PVC 1 Q0O Q0O 10 620163 Standard Vero Relnfomemem(Full length) Alum.6005-75 85 11 820184 HD Vent Reinfarcement(Full Length) Minn.8005-T5 .075' .075' 15 87247 WealheRidp,85 H-1 dum. Flea PVC 20 7021 MuBiPamt Lock CSteel 8 21 1 7011 MutlWamt Lock Flat Support Plate C Steel MY O � 7 .625' 22 y0rle.sum— Tie Be, CSteel 1.375' 318' .219' 23 20222 Tie Bar Oukde C Steel 24 7014 MuN{ock Keeper CSteel 1 (DJ-CHANNEL FRAME �t FLANGE FRAME 25 7f024X0582PPFX w7D-24.9/IW Ph'PH Machine 5— SS L 26 76X74PPTYAIO 88 x 314-Phu.PH Tea SS 27 78XIVPSAx "x MIT PN.FH Tek SS 72 88 28 20249/50 Dyed Opemiar gd—wrll<pf=to 24'),L/R CSteel J.500' 3500' 29 20240X15OX Dyad Operetor(rlenoW wm<or=to 24').LIR ss ®Rj3 03020251/52 Duel Arm Opentor(wide wnt>24.1 LA7 CSteel ;1.375 CO-EXTRUDED 31 2025 J05 Duel Artn Operator he ewnl>2PL l/R SS WEATH STRIP32 7033 Ouse HDDust A.Opar Tmck SS EXTERIOR 2B80' 2.880' 33 207GH HD Duel Arm Operator,UR CSteelU 3! 20241X/42x HD Duel Arm Opomtor,UR SS � aO35 20244 HDOperalorTmck SS 07538 705 Operator Cover 1p Plela CSteel37 2030 Operator Caner38 7030 Opralor0eskel While Neoprene MITERED FRAMEfi39 SlandeN Nellie CSIual VENT CORNERS40 7018 Folding HeMle C Steel WITH INTERIOR AND 3t9' 41 7019 THlentle(1nMndum) C Slcel EXTERIOR WELDB 42 7OX12PPMSX Y 32.1n'Phi.PH Machine Be.W SS AME qO EQUAL LEGSOX FRAME 43 78534PFAX 08 x 3/4'Pte.FH SS 44 78XIPSDX Y8.1'PI4.FH Yak SS 80 45 TMC7032LHIRR Stud HniLIR CSteel VENT PRODUCT REVISED 46 7MCI2 2LHx/RHx sled hal Sun L/R Ss ASSEMBLY 87 eulial�o lc a wl4h en.Fl.na. 47 20243 HD Slud Bracket,nprMenaeO c steal DETAIL 48 20243X HD Stud Bracket,non•handed SS NO/HNo. 20-0402.03 49 73337LWRH EOmss Hinge,UR CSteel SCREEN ¢.Iratl.n O.lr 8/77/2025 so 73337LHY/RHX Egmss Hinge,UR ss ASSEMBLY !ti i 51 73338LWRH WashedeNuga,UR CSteel 72 DETAIL 52 73338LHNRHX We.nede Hime,VR SS Mlam p.d.Prod.' w1 53 2024516 HD--me Hinge•UR CSteel NOTES, 54 20245Y76X HD Washable Hinge,LM SS C)ADDED BACKBEDDING. 55 720247I8 HD WaaneOle Hinge Track,l7R CSteel 1)SOME PARTS/OPTIONS NOT SHOWN ON S AK-=Ign0 58 720247X16X HD Wesmbh,Hinge Track UR SS DRAWING FOR CLARITY. 6 57 78004FPAX Y8 x 3W Pat.FH W/Y7 Head SS 58 731877 O emtarSlide Plastic 2)•I'CHANNEL FRAME SHOWN,PART 01.OTHER FRAME 60 73UO snahhor CSteel FRAME TYPES.PARTS 02-4.APPLY. 1 ASSEMBLY 82 720256 HD Snubber Die-cest Zinc 3)ITEMS Y 7-9.12-14.16-19.59.61.65-71.73. DETAIL /1 63 7W2PPSMSX 08x1/Y Phil.PH SS 75-77.79.81-83.80,69S94.99 ARE NOT USED �taaNYLYN r 84 20187 ar Anch Has Plu PVC ANDARE NOT PART OF THIS APPROVAL 0 •""'N 72 120135 Lanl Glazing Bend PVC 1070 TECHNOLOGY DRIVE 74 Bnckn BIwk GE 7700 Or Dow 787 ar Dw m Bit...PDM 4)ENERGI CODE.BE LABELED FOR PAMA (9 VE480-1 FL 34275 78 07000 Setting Blopkon Fw'.1/8'),BS H-Slum. EPDM EXTRUDER CODE. (841}480.1600 =* N0.58705 eo 8T006 Encoded Simon Fmme = 84 47NO Scmen Comer Key BS 7G1SPM Tension SDdrlg J REGISTRATION Y29288 Off•, (V` 86 81816C31 Scmen olh STATE F ei e163sn4 .141r semen spline ecnlnMHnnd Round) ?VINYL CASEMENT WINDOW NOA(LM) 9/9/14 (�` ' 'nl OR1D1`,. s1 62016 FiamW Assembly yTme MumPVD09Ts Q BOMBASSEMBLYB &� JROSOWSKI ,'<77SS��NALI It 92 az017e Deep.F115n Cap PVC 93 620132 Finnic Asimanl Tunis End CapPVC CA-5540 z, NTS i 11 OF 11 p� MD-5540Ci.0 4 Ci AL REV 5805 PE