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52 Lewis St RES21-0071 5 WindowsOWNER:ADDRESS:CITY:STATE:ZIP: MILLER NETTIE REE 52 LEWIS ST ATLANTIC BEACH FL 32233-1918 COMPANY:ADDRESS:CITY:STATE:ZIP: LOWES HOME CENTERS INC 4948 TELSON PL ORLANDO FL 32812 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172228 0500 DONNERS R/P JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 52 LEWIS ST RESIDENTIAL WINDOWS/DOORS 5 WINDOWS $4998.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $116.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 3/5/2021 PERMIT NUMBER RES21-0071 ISSUED: 3/5/2021 EXPIRES: 9/1/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 3/5/2021 PERMIT NUMBER RES21-0071 ISSUED: 3/5/2021 EXPIRES: 9/1/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 RES21-0071 Product Approval Method Method 1 Option A Date Submitted 10/29/2019 Date Validated 11/10/2019 Date Pending FBC Approval Date Approved 11/12/2019 Date Revised 07/31/2020 Summary of Products FL #Model, Number or Name Description 17235.1 DH-650 Vinyl Double Hung DH-650 Vinyl Double Hung, Non-Impact, 53 1/8" x 76" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: DH-650 Equal Split or Oriel, Max size 53 1/8" x 76", Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E1300-04. Certification Agency Certificate FL17235_R5_C_CAC_138-1378_C1R0.pdf FL17235_R5_C_CAC_CAR 138-1307.pdf FL17235_R5_C_CAC_CAR 138-1308.pdf Quality Assurance Contract Expiration Date 08/15/2021 Installation Instructions FL17235_R5_II_CWS-936B (DH-650, NI).pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17235_R5_AE_EvalReport936B-2017.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv... 2 of 2 9/1/2020, 11:48 AM RES21-0071 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 1 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS T A B L E O F C O N T E N T S GE N E R A L N O T E S & E L E V A T I O N S . . . . . 1 DP C H A R T S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 GL A Z I N G D E T A I L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SE C T I O N V I E W S & A L T F R A M E . . . . . . 4 - 5 EX T R U S I O N S & B . O . M . . . . . . . . . . . . . . . . . . . . . . . . . 6 AN C H O R S C H E D U L E & N O T E S . . . . . . . . . . 7 IN S T A L L A T I O N D E T A I L S . . . . . . . . . . . . . . . . . . . . . 8 X X EQ U A L S P L I T 53 1 / 8 " M A X U N I T W I D T H 54 3 / 8 " F L A N G E W I D T H 77 1 / 4 " FL A N G E HE I G H T 76 " MA X UN I T HE I G H T 36 1 5 / 1 6 " MA X LO W E R SA S H HE I G H T 49 1 5 / 1 6 " M A X L O W E R S A S H W I D T H 46 " G L A S S D L O 33 " GL A S S D L O 46 " G L A S S D L O 33 " GL A S S D L O A 8 B 8 GENERAL NOTES AND ELEVATIONS GE N E RA L NOTES: 1. T H E P R O D U C T S H O W N H E R E I N I S D E S I G N E D A N D M A N U F A C T U R E D T O C O M P L Y W I T H T H E F L O R I D A B U I L D I N G C O D E ( F B C ) , C U R R E N T E D I T I O N . 2. G L A Z I N G O P T I O N S : ( S E E S H E E T 3 ) 3. C O N F I G U R A T I O N S : " X / X " . 4. D E S I G N P R E S S U R E R A T I N G ( S E E S H E E T 2 ) : - N E G A T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E A N D G L A S S T A B L E S A S T M E - 1 3 0 0 - 0 4 . - P O S I T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E , W A T E R I N F I L T R A T I O N T E S T P R E S S U R E A N D G L A S S T A B L E S A S T M E - 1 3 0 0 - 0 4 . 5. A N C H O R A G E : T H E 3 3 1 / 3 % S T R E S S I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S P R O D U C T . S E E S H E E T 8 F O R A N C H O R D E T A I L S . W I N D L O A D D U R A T I O N F A C T O R C d = 1 . 6 W A S U S E D F O R W O O D A N C H O R C A L C U L A T I O N S . 6. N O T A P P R O V E D F O R I M P A C T R E S I S T A N C E . I M P A C T P R O T E C T I V E S Y S T E M I S R E Q U I R E D I N W I N D B O R N E D E B R I S R E G I O N . 7. A L L F R A M E S A N D V E N T S F U L L Y W E L D E D . S M A L L J O I N T S E A M S E A L A N T U S E D A T F I X E D M E E T I N G R A I L A N D J A M B . 8. S E R I E S / M O D E L D E S I G N A T I O N D H - 6 5 0 . 9. T H E D E S I G N A T I O N X A N D O S T A N D F O R T H E F O L L O W I N G : X = O P E R A B L E S A S H 10 . S E C T I O N C A L L O U T S A P P L Y T O A L L E L E V A T I O N S I N A S I M I L A R L O C A T I O N . 11 . E X T E R N AL WEEP SLOT = 1/2 x 2-1/2" LOCATED 5" FROM BOTH E N D S . D O UB L E H U N G - N O N -I M PA C T (S H O W N w /D I F FE RE NT O P T I O NS ) CO N F I G . MA X . U N I T SI Z E ME E T I N G R A I L RE I N F O R C E M E N T DE S I G N P R E S S U R E R A T I N G I M P A C T R A T I N G EQ U A L 3 7 " x 7 6 " L I G H T EQ U A L 5 H I O R I E L 53 - 1 / 8 " x 7 6 " H E A V Y NONE SE E C O M P A R A T I V E AN A L Y S I S C H A R T , S H E E T 2 C 8 A A B B D 8 C C D D X X OR I E L 48 1 5 / 1 6 " M A X U P P E R S A S H W I D T H 48 1 5 / 1 6 " M A X U P P E R S A S H W I D T H 35 1 5 / 1 6 " MA X UP P E R SA S H HE I G H T 46 " G L A S S D L O 49 1 5 / 1 6 " M A X L O W E R S A S H W I D T H 46 " G L A S S D L O 43 1 / 1 6 " MA X UP P E R SA S H HE I G H T 29 1 3 / 1 6 " MA X LO W E R SA S H HE I G H T 76 " MA X UN I T HE I G H T 40 1 / 2 " GL A S S D L O 26 1 / 4 " GL A S S D L O 53 1 / 8 " M A X U N I T W I D T H 53 1 3 / 1 6 " F L A N G E W I D T H 77 1 / 4 " FL A N G E HE I G H T 2/23/2016Lucas A. Turner 2016-02-23 09:50-05:00 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 2 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS NO T E : IF S I Z E I N T E N D E D I S N O T S H O W N , U S E N E X T L A R G E R S I Z E . DESIGN PRESSURE CHARTS2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 3 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E A 7/ 8 " O V E R A L L 1/ 8 " A N N E A L E D 5/ 8 " A I R S P A C E 1/ 8 " A N N E A L E D 5/ 8 " G L A S S B I T E 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E B 7/ 8 " O V E R A L L 1/ 8 " T E M P E R E D 5/ 8 " A I R S P A C E 1/ 8 " T E M P E R E D 5/ 8 " G L A S S B I T E 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E C 7/ 8 " O V E R A L L 3/ 1 6 " A N N E A L E D 1/ 2 " A I R S P A C E 3/ 1 6 " A N N E A L E D 5/ 8 " G L A S S B I T E 46 SIKAFLEX 552 OR PURFECT GLAZE "H"GLASS TYPE D7/8" O V E R A L L 3/16" T E M P E R E D 1/2" A I R S P A C E 3/16" T E M P E R E D 5/8" G L A S S B I T E GLAZING DETAILS2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 4 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS SE C T I O N V I E W A - A 24 33 34424 37 5 12 26 17 16 11 9 24 3 1315 1473136 2 8 29 6 32 19 19 11 11 1221 21242424 34 18 38 29 SE C T I O N V I E W B - B AL T E R N A T E F I N F R A M E 32 28 24 SECTION VIEWS UP TO 37" WIDE 1 24 22 2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 5 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS SECTION VIEWS OVER 37" WIDE AL T E R N A T E F I N F R A M E SE C T I O N V I E W C - C 24 33 34424 37 5 12 27 17 16 11 9 24 3 1315 147313611 11 1221 21242424 3430 291 2 8 29 6 30 19 19 18 38 29 SE C T I O N V I E W D - D 24 24 22 2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 6 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONSCORNER WELD (ALL SIDES)1:8FRAME CORNER CONSTRUCTION IT E M P A R T # D E S C R I P T I O N MA T E R I A L V E N D O R 1 H - 6 1 2 1 H E A D , O U T E R F R A M E PV C A T N 2 H - 6 1 2 2 J A M B S , O U T E R F R A M E PV C A T N 3 H - 6 1 2 3 S I L L , O U T E R F R A M E PV C A T N 4 H - 6 1 3 0 T O P R A I L , U P P E R S A S H PV C A T N 5 H - 6 1 3 1 B O T T O M R A I L , U P P E R S A S H PV C A T N 6 H - 6 1 3 2 S A S H S I D E R A I L , U P P E R S A S H PV C A T N 7 H - 6 1 3 3 B O T T O M R A I L , L O W E R S A S H PV C A T N 8 H - 6 1 3 4 S A S H S I D E R A I L , L O W E R S A S H PV C A T N 9 H - 6 1 3 5 T O P R A I L , L O W E R S A S H PV C A T N 10 P - 3 0 2 8 S E T T I N G B L O C K RU B B E R F R A N K L O W E 11 P - 3 5 1 5 # 8 x 5 / 8 P H I L F L A T W H I T E S M S ST E E L F A S T E N A L 12 P - 4 1 4 6 # 8 X 3 / 4 P H I L F L A T T E K . ST E E L F A S T E N A L 13 P - 4 7 7 9 W E E P C O V E R NY L O N M & M 14 P - 5 0 8 5 W S T P , . 3 5 5 X 3 3 3 B U L B V I N Y L AM E S B U R Y 15 P - 5 0 8 6 W S T P , . 3 0 0 X 1 8 7 B U L B V I N Y L AM E S B U R Y 16 P - 3 7 8 3 L O C K S IN T E R L O C K 17 P - 3 7 8 4 K E E P E R S IN T E R L O C K 18 P - 5 4 2 4 W S T P . , . 5 0 0 X 1 . 5 " A D H E S I V E B A C K S T R I P UL T R A F A B 19 P - 5 3 9 2 S A S H T I L T L A T C H NY L O N C A L D W E L L 20 P - 5 3 9 3 P I V O T C A R R I E R NY L O N C A L D W E L L 21 P - 5 3 9 6 P I V O T B A R SS C A L D W E L L 22 P - 5 4 1 2 J A M B J A C K ST E E L M E R C H A N T S 24 P - 3 3 0 5 W S T P . , . 2 7 0 X 1 8 7 UL T R A F A B 25 S - 2 0 0 1 I N T E R L O C K R A I L AL U M A S C E N D 26 S - 2 0 0 2 R E I N F , B O T . R A I L , U P P E R S A S H , U P T O 3 7 " AL U M A S C E N D 27 S - 2 0 0 3 R E I N F , B O T R A I L , U P P E R S A S H AL U M A S C E N D 28 S - 2 0 0 4 R E I N F , T O P R A I L , L O W E R S A S H , U P T O 3 7 " AL U M A S C E N D 29 S - 2 0 0 5 RE I N F , T O P R A I L , L O W E R S A S H , & S I D E R A I L L O W E R S A S H AL U M A S C E N D 30 S - 2 0 0 6 R E I N F , S A S H S I D E R A I L , U P P E R S A S H AL U M A S C E N D 31 S - 2 0 1 0 R E I N F , B O T T O M R A I L , L O W E R S A S H AL U M A S C E N D 32 S - 2 0 2 7 R E I N F , T O P R A I L , U P P E R S A S H , U P T O 3 7 " AL U M A S C E N D 33 S - 6 1 4 1 G L A Z I N G B E A D PV C A T N 34 S - 6 1 4 2 S A S H S T O P 35 BA L A N C E R S - C O N S T A N T F O R C E R T CA L D W E L L 36 HO T M E L T SI L I C O N E T R U S E A L 37 G L A S S S E E S H E E T 2 38 P - 5 4 2 5 W S T P , . 2 0 0 X 5 / 8 " X 5 / 8 " D U S T P L U G UL T R A F A B 39 P - 3 2 1 8 S C R E E N F R A M E AL U M F L A S C R E E N 40 P - 4 7 5 4 S C R E E N C O R N E R K E Y NY L O N F L A S C R E E N 41 P - 3 2 2 8 S C R E E N S P L I N E DA P A 42 P - 3 0 2 9 S C R E E N L I F T S SU M M I T 43 P - 3 0 3 3 S C R E E N S P R I N G S FL A S C R E E N PA R T S L I S T PV C F R A M E H E A D H- 6 1 2 1 PV C F R A M E J A M B H-6122 PV C F R A M E S I L L H- 6 1 2 3 PV C T O P R A I L U P P E R H-6130PVC BOT RAIL UPPER H-6131 PV C S S R U P P E R H- 6 1 3 2 PV C B T M R A I L L O W E R H- 6 1 3 3 PVC SSR LOWER H-6134PVC TOP RAIL LOWER H-6135 IN T E R L O C K S- 2 0 0 1 RE I N F O R C E M E N T S- 2 0 0 6 RE I N F O R C E M E N T S- 2 0 0 3 RE I N F O R C E M E N T S- 2 0 0 5 REINFORCEMENT S-2010 4 1 / 8 " 4 1 / 1 6 " 1/ 1 6 " 4 1 / 8 " 4 1/8"1/16" 3 7 / 8 " 4 3 / 1 6 " 1/ 1 6 " 2 1/8" 1 7 / 1 6 " 1/16"1 7/16"1 1/2"1/16" 1 7 / 1 6 " 1 7 / 1 6 " 1/ 1 6 " 2 1 / 8 " 1 1 5 / 1 6 " 1/ 1 6 " 1 1/2"1 15/16"1/16"1 11/16"1 15/16"1/16" 3/ 4 " 13 / 1 6 " .0 6 2 " 1 3 / 1 6 " 9/ 1 6 " .0 9 3 " 1 5 / 1 6 " 1 1 / 1 6 " .0 9 3 " 1 3 / 1 6 " 9/ 1 6 " .0 6 2 " 1 5/16"15/16".093"4 6 8 9 25 32 30 31 REINFORCEMENT S-2027 RE I N F O R C E M E N T S- 2 0 0 2 1 3 / 1 6 " 9/ 1 6 " .0 6 2 " 1 3/16".062" RE I N F O R C E M E N T S- 2 0 0 4 1 1 / 1 6 " 1 5 / 1 6 " .0 6 2 " 28 NO T E : A L L E X T R U S I O N S A R E A L U M . 6 0 6 3 - T 6 U N L E S S O T H E R W I S E N O T E D . LI N E I T E M S N O T U S E D : 23 BOM AND EXTRUSIONS 1 2 3 5 7 26 27 29 9/16"2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 7 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS INSTALLATION ANCHORS (TYP.) IN S T A L L A T I O N AN C H O R S ( T Y P . ) AN C HO R L A Y O U T - ( F L A NG E ) [N O S I L L A N C H O R S R E Q U I R E D ] AN C HO R L A Y O U T - ( F I N ) NO T E : T H R U F R A M E A N C H O R S @ M T G R A I L SEE NOTE 2 X X X X 4" M A X . ( T Y P . ) 8" M A X . ( T Y P . ) 4" M A X . ( T Y P . ) 8" M A X . ( T Y P . ) 6" M A X . ( T Y P . ) 6" M A X . ( T Y P . ) 3" ( T Y P . ) 3" ( T Y P . ) AN C H O R @ M I D P O I N T 3" ( T Y P . ) 3" ( T Y P . ) THROUGH FRAME ANCHORS REQUIRED ON WINDOW WIDTHS OVER 37" 14 1 / 2 " MA X . O . C . (T Y P . ) ANCHOR SCHEDULE AND NOTES NO T E S : 1 . I N S T A L L O N E A N C H O R A T E A C H I N S T A L L A T I O N L O C A T I O N . S I L L A N C H O R S P A C I N G S A M E A S H E A D . 2. S H I M A S R E Q A T E A C H I N S T A L L A T I O N A N C H O R U S I N G L O A D B E A R I N G S H I M S . M A X . A L L O W A B L E S H I M S T A C K T O B E 1 / 4 " . U S E S H I M S W H E R E S P A C E G R E A T E R T H A N 1 / 1 6 " I S P R E S E N T . L O A D B E A R I N G S H I M S S H A L L B E C O N S T R U C T E D O F H I G H D E N S I T Y P L A S T I C O R B E T T E R . W O O D S H I M S A R E N O T A L L O W E D . 3. A N C H O R T Y P E , S I Z E , S P A C I N G A N D E M B E D M E N T S H A L L B E A S S P E C I F I E D I N T H E S E D R A W I N G S , S E E T A B L E 1 , S H E E T 8 . 4. A L L I N S T A L L A T I O N A N C H O R S M U S T B E M A D E O F O R P R O T E C T E D W I T H A C O R R O S I O N R E S I S T A N T M A T E R I A L O R C O A T I N G . D I S S I M I L A R M E T A L S O R M A T E R I A L S I N C O N T A C T W I T H P R E S S U R E T R E A T E D W O O D M U S T B E P R O T E C T E D T O P R E V E N T R E A C T I O N . 5. I N S T A L L A T I O N A N C H O R S S H A L L B E I N A C C O R D A N C E W I T H A N C H O R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S , A N D A N C H O R S S H A L L N O T B E U S E D I N S U B S T R A T E S W I T H S T R E N G T H S L E S S T H A N T H E M I N I M U M S P E C I F I E D I N T A B L E 1 , S H E E T 8 . 6. A N C H O R E M B E D M E N T T O S U B S T R A T E S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O . F O R C O N C R E T E / C M U O P E N I N G S , E M B E D M E N T S H A L L B E B E Y O N D W O O D B U C K S , I F U S E D , I N T O S U B S T R A T E - 1 X B U C K S A R E O P T I O N A L . 7. A M I N I M U M C E N T E R - T O - C E N T E R S P A C I N G S H A L L B E M A I N T A I N E D B E T W E E N A L L F A S T E N E R S : 3 " F O R M A S O N R Y , 1 " F O R W O O D A N D M E T A L . 8. W O O D O R M A S O N R Y O P E N I N G S , B U C K S A N D B U C K F A S T E N E R S S H A L L B E P R O P E R L Y D E S I G N E D B Y T H E A R C H I T E C T O R E N G I N E E R O F R E C O R D A N D I N S T A L L E D T O T R A N S F E R W I N D L O A D S T O T H E S T R U C T U R E . S U B S T R A T E S S H A L L M E E T T H E M I N I M U M S T R E N G T H R E Q U I R E M E N T S A S S H O W N I N T A B L E 1 , S H E E T 8 . C O N C R E T E A N D M A S O N R Y S U B S T R A T E S M A Y N O T B E C R A C K E D . 9. S E A L I N G A N D F L A S H I N G S T R A T E G I E S F O R O V E R A L L W A T E R R E S I S T A N C E O F I N S T A L L A T I O N S H A L L B E D O N E B Y O T H E R S F O L L O W I N G T H E C U R R E N T V E R S I O N O F T H E R E F E R E N C E D O C U M E N T S : F M A / A A M A 1 0 0 ( F I N W I N D O W S ) , F M A / A A M A 2 0 0 ( F L A N G E W I N D O W S ) , F M A / W D M A 2 5 0 ( B O X W I N D O W S ) , F M A / A A M A / W D M A 3 0 0 ( E X T E R I O R D O O R S ) SE E N O T E 2 2/23/2016 650 PVC DOUBLE HUNG NON-IMPACT CWS-936 BADE08/04/14A UPDATED PER 2014 FBC 03/17/15 EMK B ADDED ORIEL EMK 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 8 OF 8 DATE: BY: DESCRIPTION: NO.:REVISIONS VE R T I C A L S E C T I O N TY P I C A L S I L L A N C H O R A G E NO S I L L A N C H O R S R E Q U I R E D A 8 B 8 HO R I Z O N T A L S E C T I O N TY P I C A L J A M B A N C H O R A G E INSTALLATION DETAILS TY P I C A L H E A D A N C H O R A G E C 8HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 1/ 4 " M A X . S H I M 1/ 4 " M A X . S H I M MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 1/4" M A X . S H I M MIN. EDGE DIST.SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SEALANT BEHIND FIN BY INSTALLER IN S T A L L A T I O N A N C H O R SE E T A B L E 1 IN S T A L L A T I O N A N C H O R SE E T A B L E 1 INSTALLATION ANCHOR SEE TABLE 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 CO N T I N U O U S D B L 1 / 4 " B E A D O F S E A L A N T AR O U N D P E R I M E T E R @ A L L I N D I C A T E D PO I N T S B E T W E E N F R A M E A N D S U B S T R A T E BY I N S T A L L E R SU B S T R A T E BY O T H E R S SE E T A B L E 1 FR A M E T Y P E S U B S T R A T E T Y P E AN C H O R T Y P E MI N . E M B E D M E N T M I N . E D G E D I S T . FL A N G E C O N C R E T E ( 2 . 0 K S I M I N . ) 3/ 1 6 " I T W T A P C O N 1" 1- 1 / 8 " FL A N G E H O L L O W O R G R O U T - F I L L E D C M U ( 1 1 7 P C F M I N . ) 3 / 1 6 " I T W T A P C O N 1" 2" FL A N G E C O N C R E T E ( 2 . 8 5 K S I M I N . ) 3/ 1 6 " E L C O U L T R A C O N 1" 1" FL A N G E G R O U T - F I L L E D C M U ( A S T M C - 9 0 ) 3/ 1 6 " E L C O U L T R A C O N 1- 1 / 4 " 2- 1 / 2 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) 3/ 1 6 " I T W T A P C O N OR E L C O U L T R A C O N 1- 3 / 8 " 7/ 8 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 3 / 8 " 7/ 8 " FL A N G E 16 G A U G E ( 0 . 0 6 0 " ) M I N . S T E E L S T U D (3 3 K S I Y I E L D M I N ) #1 0 - 1 6 H I L T I K W I K - F L E X O R I T W TE K S S E L F - D R I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 0 6 0 " 7/ 1 6 " FL A N G E 1/ 8 " A L U M . ( 6 0 6 3 - T 5 M I N . ) O R 1/ 8 " S T E E L ( 3 3 K S I M I N . ) #1 0 G R A D E 5 S E L F - T A P P I N G / DR I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 1 2 5 " 7/ 1 6 " FI N 2X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 1 / 2 " 1/ 2 " TA B L E 1 : A P P R O V E D I N S T A L L A T I O N F A S T E N E R S PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T FL A N G E R E M O V A L N O T E : P A R T I A L L Y O R F U L L Y R E M O V I N G T H E F L A N G E , UP T O A N D I N C L U D I N G A B O X - F R A M E A P P L I C A T I O N I S A C C E P T A B L E P R O V I D E D : - M I N . 1 / 4 " F I L L E T O F C O N S T R U C T I O N - G R A D E A D H E S I V E C A U L K I S A P P L I E D I N S I D E A N D O U T , F U L L P E R I M E T E R , B Y I N S T A L L E R . - P R O D U C T A N C H O R A G E I S I N A C C O R D A N C E W I T H R E Q U I R E M E N T S A S S H O W N F O R F L A N G E W I N D O W S . D 8HORIZONTAL SECTION BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATIONNOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/7) REQ'D AT MTG RAIL FOR UNIT WIDTHS OVER 37", SEE SHEET 7 ANCHOR LAYOUT 2/23/2016 Product Approval Method Method 1 Option D Date Submitted 07/31/2020 Date Validated 08/02/2020 Date Pending FBC Approval 08/10/2020 Date Approved 10/13/2020 Summary of Products FL #Model, Number or Name Description 17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8" x 76" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: SH-610 Equal Split or Oriel, Max. size 53 1/8" x 76", Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E 1300. Installation Instructions FL17234_R7_II_CWS-935E.pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17234_R7_AE_EvalReport935E.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv... 2 of 2 1/19/2021, 10:58 AM 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 1 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. GE N E R A L N O T E S : 1. T H E P R O D U C T S H O W N H E R E I N I S D E S I G N E D A N D M A N U F A C T U R E D T O C O M P L Y W I T H T H E F L O R I D A B U I L D I N G C O D E ( F B C ) , C U R R E N T E D I T I O N . 2. G L A Z I N G O P T I O N S : ( S E E S H E E T 3 ) 3. C O N F I G U R A T I O N S : " O / X " . 4. D E S I G N P R E S S U R E R A T I N G ( S E E S H E E T 2 ) : - N E G A T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E A N D G L A S S T A B L E S A S T M E-1300-04e01/09. - P O S I T I V E D E S I G N L O A D S B A S E D O N , T E S T E D P R E S S U R E , W A T E R I N F I L T R A T I O N T E S T P R E S S U R E A N D G L A S S T A B L E S A S T M E-1300-04e01/09. 5. A N C H O R A G E : T H E 3 3 1 / 3 % S T R E S S I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S P R O D U C T . S E E S H E E T 7 F O R A N C H O R D E T A I L S . W I N D L O A D D U R A T I O N F A C T O R C d = 1 . 6 W A S U S E D F O R W O O D A N C H O R C A L C U L A T I O N S . 6. N O T A P P R O V E D F O R I M P A C T R E S I S T A N C E . I M P A C T P R O T E C T I V E S Y S T E M I S R E Q U I R E D I N W I N D B O R N E D E B R I S R E G I O N . 7. A L L F R A M E S A N D V E N T S F U L L Y W E L D E D . S M A L L J O I N T S E A M S E A L A N T U S E D A T F I X E D M E E T I N G R A I L A N D J A M B . 8. S E R I E S / M O D E L D E S I G N A T I O N S H - 6 1 0 . 9. T H E D E S I G N A T I O N X A N D O S T A N D F O R T H E F O L L O W I N G : X = O P E R A B L E S A S H , O = F I X E D S A S H 10 . S E C T I O N C A L L O U T S A P P L Y T O A L L E L E V A T I O N S I N A S I M I L A R L O C A T I O N . 11 . E X T E R N AL WEEP SLOT = 1/4 x 1-1/2" LOCATED 5" FROM B O T H E N D S . T A B L E O F C O N T E N T S GE N E R A L N O T E S & E L E V A T I O N S . . . . . 1 DP C H A R T S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 GL A Z I N G D E T A I L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SE C T I O N V I E W S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 EX T R U S I O N S & B . O . M . . . . . . . . . . . . . . . . . . . . . . . . . 5 AN C H O R S C H E D U L E & N O T E S . . . . . . . . . . 6 IN S T A L L A T I O N D E T A I L . . . . . . . . . . . . . . . . . . . . . . . 7 O X EQ U A L S P L I T 53 1 / 8 " MA X U N I T W I D T H 54 3 / 8 " FL A N G E W I D T H 49 1 / 1 6 " GL A S S D L O 76 " MA X UN I T HE I G H T 77 1 / 4 " FL A N G E HE I G H T 37 1 / 4 " MA X SA S H HE I G H T 49 1 5 / 1 6 " MA X S A S H W I D T H 34 5 / 1 6 " GL A S S D L O 47 " GL A S S D L O 34 5 / 1 6 " GL A S S D L O A 7 B 7 GENERAL NOTES AND ELEVATIONS CO N F I G . MA X . U N I T SI Z E EX T E R N A L RE I N F O R C E M E N T DE S I G N P R E S S U R E R A T I N G I M P A C T R A T I N G EQ U A L 3 7 " x 7 6 " N O N E EQ U A L 5 H I O R I E L SE E C O M P A R A T I V E AN A L Y S I S C H A R T , S H E E T 2 NONE 53 - 1 / 8 " x 7 6 " * 2 0 1 1 C 7 A ABB D 7 C CSI N G L E H U N G - N O N - I M P A C T (S H O W N w / D I F F E R E N T O P T I O N S ) * O N L Y R E Q U I R E D W I T H H - 6 1 3 7 F I X E D M E E T I N G R A I L & S C R E W - O N I N T E R L O C K , S - 2 0 0 1 - S E E S H E E T 4 F O R D E T A I L S . DD O X OR I E L 54 3 / 8 " FL A N G E W I D T H 53 1 / 8 " MA X U N I T W I D T H 49 1 / 1 6 " GL A S S D L O 76 " MA X UN I T HE I G H T 77 1 / 4 " FL A N G E HE I G H T 42 3 / 1 6 " GL A S S D L O 27 3 / 1 6 " GL A S S D L O 30 1 / 8 " MA X SA S H HE I G H T 49 1 5 / 1 6 " MA X S A S H W I D T H 47 " GL A S S D L O 7/23/2020Lucas Turner 2020.07.27 11:27:14 -05'00' 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 2 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. NO T E : IF S I Z E I N T E N D E D I S N O T S H O W N , U S E N E X T L A R G E R S I Z E . Un i t He i g h t s ( i n . ) 2 3 1 / 2 2 7 1 / 2 2 9 1 / 2 3 1 1 / 2 3 5 1 / 2 3 9 1 / 2 4 1 1 / 2 4 3 1 / 2 4 7 1 / 2 5 1 1 / 2 5 3 1 / 8 35 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 39 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 41 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 3 . 1 43 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 3 . 4 + 5 0 . 0 / - 7 0 . 6 47 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 8 . 9 + 5 0 . 0 / - 6 6 . 2 51 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 2 . 7 + 5 0 . 0 / - 6 5 . 2 + 5 0 . 0 / - 6 2 . 6 53 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 1 . 0 + 5 0 . 0 / - 6 3 . 6 + 5 0 . 0 / - 6 1 . 0 55 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 9 . 5 + 5 0 . 0 / - 6 2 . 1 + 5 0 . 0 / - 5 9 . 5 59 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0. 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 6 6 . 8 + 5 0 . 0 / - 5 9 . 5 + 5 0 . 0 / - 5 7 . 0 63 1 / 2 + 5 0 . 0 / - 7 5 . 0 + 5 0 . 0 / - 7 2 . 9 + 5 0 . 0 / - 7 2 . 0 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0. 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 7 1 . 6 + 5 0 . 0 / - 6 4 . 6 + 5 0 . 0 / - 5 7 . 3 + 5 0 . 0 / - 5 4 . 8 65 1 / 2 + 5 0 . 0 / - 7 3 . 2 + 5 0 . 0 / - 6 9 . 1 + 5 0 . 0 / - 6 8 . 0 + 5 0 . 0 / - 6 7 . 4 + 5 0 . 0 / - 6 7 . 3 + 5 0. 0 / - 6 7 . 3 + 5 0 . 0 / - 6 7 . 3 + 5 0 . 0 / - 6 7 . 3 + 5 0 . 0 / - 6 3 . 6 + 5 0 . 0 / - 5 6 . 4 + 5 0 . 0 / - 5 3 . 9 67 1 / 2 + 5 0 . 0 / - 6 9 . 8 + 5 0 . 0 / - 6 5 . 6 + 5 0 . 0 / - 6 4 . 4 + 5 0 . 0 / - 6 3 . 7 + 5 0 . 0 / - 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5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 74 3 / 4 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0. 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 76 + 5 0 . 0 / - 5 2 . 5 + 5 0 . 0 / - 5 0 . 4 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 + 5 0 . 0 / - 5 0 . 0 De s i g n P r e s s u r e s ( P S F ) f o r O r i e l C o n f i g u r a t i o n w i t h G l a s s T y p e s A , B , C , o r D i n t h e S a s h , a n d G l a s s T y p e s C o r D i n t h e F i x e d Un i t W i d t h s ( i n . ) 7/23/2020 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:1SHEET 3 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " GL A S S T Y P E A GL A S S T Y P E B GL A S S T Y P E C GLASS TYPE D 7/ 8 " O V E R A L L 1/ 8 " A N N E A L E D 5/ 8 " A I R S P A C E 1/ 8 " A N N E A L E D 7/ 8 " O V E R A L L 1/ 8 " T E M P E R E D 5/ 8 " A I R S P A C E 1/ 8 " T E M P E R E D 7/ 8 " O V E R A L L 3/ 1 6 " A N N E A L E D 1/ 2 " A I R S P A C E 3/ 1 6 " A N N E A L E D 7/8" O V E R A L L 3/16" T E M P E R E D 1/2" A I R S P A C E 3/16" T E M P E R E D 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " 46 SI K A F L E X 5 5 2 O R PU R F E C T G L A Z E " H " 46 SIKAFLEX 552 OR PURFECT GLAZE "H"GLAZING DETAILS QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QU A N E X D U R A S E A L o r , CA R D I N A L X L E D G E o r , KO D I S P A C E 4 S G T P S I. G . S P A C E R QUANEX DURASEAL or,CARDINAL XL EDGE or,KODISPACE 4SG TPS I.G. SPACER 19 * 19 * 19 * 19 * * SETTING BLOCKS PER FBC 2411.3.3.1 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/ 8 " G L A S S B I T E 5/8" G L A S S B I T E 7/23/2020 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 4 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. SE C T I O N B - B NO T E : L E F T S I D E S H O W S F I X E D S E C T I O N V I E W , RI G H T S I D E S H O W S S A S H S E C T I O N V I E W . NO T E : I T E M S N O T S H O W N F O R C L A R I T Y : 3 8 - 4 1 SECTION VIEWS SE C T I O N A - A 37 28 12 11 316 22 5 32 31 35 27 26 17 724 17 32 8 17 * 30 *25 * 6 23 18 20 9449 8 44 4 21 32 13 10 37 8 33449 14 34 35 IN T E R I O R IN T E R I O R SE C T I O N C - C AL T E R N A T E M T G R A I L AN D S L O P E S I L L NOTES:- FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES.- 880 BALANCERS AND DEEP POCKET UNI-FRAME (H-6193) REQUIRED FOR LARGER SASHES.* EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37" WITH THE H-6137 FIXED MEETING RAIL AND SCREW-ON INTERLOCK, S-2001. 47 46 32 43 45 32 SECTION D-D AL T 5 6 2 P O C K E T U N I - F R A M E 44 48 49 32 3232 1 2 7/23/2020 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 5 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED.FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES)1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 PV C F R A M E H E A D & J A M B H- 6 1 2 5 PV C F R A M E S I L L H- 6 1 2 6 PV C S A S H F M R H- 6 1 3 7 INTERLOCK S-2001 PV C S C R E E N A D A P T O R S- 6 1 4 3 PV C S A S H S T O P S- 6 1 3 8 PV C G L A Z I N G B E A D S- 6 1 4 1 REINF. EXTERNAL S-2011 1/ 1 6 " 1/ 1 6 " 3 9 / 1 6 " 3 7 / 1 6 " 3 1 / 2 " 3 7 / 8 " 1 7 / 1 6 " 1 7 / 8 " 5/ 8 " 3/ 4 " 1/16" 5/ 1 6 " 15 / 1 6 " 5/ 1 6 " 3/4" 13 / 1 6 " .050"7/8"3/8"1/8" RE I N F . F M R S- 2 0 0 8 1 5 / 1 6 " 9/ 1 6 " 1/ 1 6 " 4 6 7102021 22 23 24 BOM AND EXTRUSIONS 1 2 3 8 .0 5 0 " 9 .0 7 4 " 5 1/16"25 1 3 / 8 " NO T E : A L L A L U M I N U M E X T R U S I O N S A R E 6 0 6 3 - T 6 U N L E S S O T H E R W I S E N O T E D . 2 1 / 1 6 " 2 3 / 8 " PV C H D F M R H-6157 PV C F R A M E H- 6 1 9 3 PV C S C R E E N R E T A I N E R S- 6 2 1 7 44 46 47 43 45 3 7 / 1 6 " 3 9 / 1 6 " 1" 2 1 / 1 6 " 1/ 1 6 " 1 11/16" 2 1 / 8 " 1/16" 5/ 8 " 7/ 1 6 " 1/ 1 6 " IT E M P A R T D E S C R I P T I O N MA T E R I A L 1H - 6 1 2 5 H E A D , O U T E R F R A M E PVC 2H - 6 1 2 5 J A M B S , O U T E R F R A M E PVC 3 H - 6 1 2 6 S I L L , O U T E R F R A M E P V C 4H - 6 1 3 2 S A S H S I D E R A I L PVC 5H - 6 1 3 6 S A S H B O T T O M R A I L PVC 6 H - 6 1 3 7 F I X E D M E E T I N G R A I L . P V C 7H - 6 1 3 8 S A S H T O P R A I L PVC 8 S - 6 1 4 1 G L A Z I N G B E A D P V C 9 S - 6 1 4 2 S A S H S T O P PV C 10 S - 6 1 4 3 S C R E E N A D A P T O R PV C 11 P - 5 0 8 5 W S T P , Q L O N B U L B V I N Y L 12 P - 5 0 8 6 W S T P , Q L O N B U L B V I N Y L 1 3 B A L A N C E R S - C O N S T A N T F O R C E R T 8 8 0 14 P - 5 3 9 2 S A S H T I L T L A T C H NY L O N 15 P - 5 3 9 3 P I V O T C A R R I E R NY L O N 16 P - 5 3 9 6 P I V O T B A R SS 17 P - 3 5 1 5 # 8 x 5 / 8 P H I L F L A T W H I T E S M S ST E E L 1 8 P - 4 1 4 6 # 8 X 3 / 4 P H I L F L A T t e k ST E E L 19 P - 5 6 1 5 S E T T I N G B L O C K RU B B E R 20 S - 2 0 0 1 I N T E R L O C K R A I L AL U M 21 S - 2 0 0 6 R E I N F , S A S H S I D E R A I L , H D AL U M 22 S - 2 0 0 7 R E I N F , B O T T O M R A I L AL U M 23 S - 2 0 0 8 R E I N F , F M R AL U M 24 S - 2 0 0 9 R E I N F , T O P R A I L AL U M 25 S - 2 0 1 1 R E I N F , E X T E R N A L AL U M 26 P - 5 3 8 8 L O C K S NY L O N 27 P - 5 3 8 9 K E E P E R S NY L O N 28 P - 4 7 7 9 W E E P C O V E R NY L O N 29 P - 5 3 9 7 F M R E N D C A P NY L O N 30 P - 5 4 0 0 C O V E R , F M R R E I N F . PV C 3 1 S I K A F L E X 5 5 2 O R P U R F E C T G L A Z E ' H ' S I L I C O N E 32 P - 3 3 0 5 W S T P . , . 2 7 0 X 1 8 7 , S O F T T O U C H F I N 34 P - 5 5 8 8 H O L E P L U G NY L O N 35 G L A S S S E E S H E E T 2 36 P - 4 6 3 8 # 8 X 2 - 1 / 2 P H I L T R U S S t e k ST E E L 37 P - 3 2 1 8 S C R E E N F R A M E AL U M 38 P - 4 7 5 4 S C R E E N C O R N E R K E Y NY L O N 39 P - 3 2 2 8 S C R E E N S P L I N E 40 P - 3 0 2 9 S C R E E N L I F T S 41 P - 3 0 3 3 S C R E E N S P R I N G S 43 H - 6 1 5 7 H D F I X E D M E E T I N G R A I L PV C 44 H - 6 1 9 3 U N I - F R A M E , 8 8 0 B A L A N C E R S PV C 45 H - 2 1 1 5 R E I N F , H D F M R AL U M 4 6 S - 6 2 3 9 U N I - F R A M E S I L L P O C K E T I N S E R T PV C 4 7 S - 6 2 1 7 U N I - F R A M E S C R E E N R E T A I N E R PV C 48 P - 3 7 8 3 L O C K S , I M P A C T ST E E L 49 P - 3 7 8 4 K E E P E R S , I M P A C T ST E E L 1 3/16" 9/ 1 6 " 1/16" 1 1 / 2 " 1 7 / 1 6 " 1/ 1 6 " 2 1 / 8 " 1 7 / 1 6 " 1/ 1 6 " 1 11/16"1 7/16"1/16" 1 3 / 1 6 " 9/ 1 6 " 1/ 1 6 " 1 3/16" 9/ 1 6 " 1/16" 1 1 3 / 1 6 " 1 3 / 1 6 " 1/ 1 6 " REINF. SSR HD S-2006 PV C S I D E R A I L H- 6 1 3 2 PV C S A S H B T M R A I L H- 6 1 3 6 PVC SASH TOP RAIL H-6138 RE I N F . B T M R A I L S- 2 0 0 7 RE I N F . T O P R A I L S-2009 PV C S I L L P O C K E T I N S E R T S- 6 2 3 9 REINF. HD FMR H-2115 6005A-T51 5/16"1 3/16"1/16"7/23/2020 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:20SHEET 6 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. IN S T A L L A T I O N AN C H O R S ( T Y P . ) AN C H O R L A Y O U T - ( F L A N G E ) [N O S I L L A N C H O R S R E Q U I R E D ] AN C H O R L A Y O U T - ( F I N ) SEE NOTE 2 SE E N O T E 2 O X O X 4" M A X . ( T Y P . ) 8" M A X . O . C . ( T Y P . ) 4" M A X . ( T Y P . ) 8"MA X . O . C . (T Y P . ) 6" M A X . ( T Y P . ) 6" M A X . ( T Y P . ) 3" ( T Y P . ) 3" ( T Y P . ) MI D P O I N T @ W I D T H S O V E R 3 7 " 14 1 / 2 " MA X . O . C . (T Y P . ) ANCHOR SCHEDULE AND NOTES NO T E S : 1. I N S T A L L O N E A N C H O R A T E A C H I N S T A L L A T I O N L O C A T I O N . S I L L A N C H O R S P A C I N G S A M E A S H E A D . 2. S H I M A S R E Q A T E A C H I N S T A L L A T I O N A N C H O R U S I N G L O A D B E A R I N G S H I M S . M A X . A L L O W A B L E S H I M S T A C K T O B E 1 / 4 " . U S E S H I M S W H E R E S P AC E G R E A T E R T H A N 1 / 1 6 " I S P R E S E N T . L O A D B E A R I N G S H I M S S H A L L B E C O N S T R U C T E D O F H I G H D E N S I T Y P L A S T I C O R B E T T E R . W O O D S H I M S A R E N O T A L L O W E D . 3. A N C H O R T Y P E , S I Z E , S P A C I N G A N D E M B E D M E N T S H A L L B E A S S P E C I F I E D I N T H E S E D R A W I N G S , S E E T A B L E 1 , S H E E T 7 . 4. A L L I N S T A L L A T I O N A N C H O R S M U S T B E M A D E O F O R P R O T E C T E D W I T H A C O R R O S I O N R E S I S T A N T M A T E R I A L O R C O A T I N G . D I S S I M I L A R M E T A L S O R MA T E R I A L S I N C O N T A C T W I T H P R E S S U R E T R E A T E D W O O D M U S T B E P R O T E C T E D T O P R E V E N T R E A C T I O N . 5. I N S T A L L A T I O N A N C H O R S S H A L L B E I N A C C O R D A N C E W I T H A N C H O R M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S , A N D A N C H O R S S H A L L N O T B E U SE D I N S U B S T R A T E S W I T H S T R E N G T H S L E S S T H A N T H E M I N I M U M S P E C I F I E D I N T A B L E 1 , S H E E T 7 . 6. A N C H O R E M B E D M E N T T O S U B S T R A T E S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O . F O R C O N C R E T E / C M U O P E N I N G S , E M B E D M E N T S H A L L B E B E Y O N D W O O D B U C K S , I F U S E D , I N T O S U B S T R A T E - 1 X B U C K S A R E O P T I O N A L . 7. A M I N I M U M C E N T E R - T O - C E N T E R S P A C I N G S H A L L B E M A I N T A I N E D B E T W E E N A L L F A S T E N E R S : 3 " F O R M A S O N R Y , 1 " F O R W O O D A N D M E T A L . 8. W O O D O R M A S O N R Y O P E N I N G S , B U C K S A N D B U C K F A S T E N E R S S H A L L B E P R O P E R L Y D E S I G N E D B Y T H E A R C H I T E C T O R E N G I N E E R O F R E C O R D A N D I N S TA L L E D T O T R A N S F E R W I N D L O A D S T O T H E S T R U C T U R E . S U B S T R A T E S S H A L L M E E T T H E M I N I M U M S T R E N G T H R E Q U I R E M E N T S A S S H O W N I N T A B L E 1 , S H E E T 7 . C O N C R E T E A N D M A S O N R Y S U B S T R A T E S M A Y N OT B E C R A C K E D . 9. S E A L I N G A N D F L A S H I N G S T R A T E G I E S F O R O V E R A L L W A T E R R E S I S T A N C E O F I N S T A L L A T I O N S H A L L B E D O N E B Y O T H E R S F O L L O W I N G T H E C U R R E N T V ER S I O N O F T H E R E F E R E N C E D O C U M E N T S : F M A / A A M A 1 0 0 ( F I N W I N D O W S ) , F M A / A A M A 2 0 0 ( F L A N G E W I N D O W S ) , F M A / W D M A 2 5 0 ( B O X W I N D O W S ) , F M A / A A M A / W D M A 3 0 0 ( E X T E R I O R D O O R S ) INSTALLATION ANCHORS (TYP.)7/23/2020 610 PVC SINGLE HUNG NON-IMPACT CWS-935 E ADE 08/09/14 SHEET DESCRIPTION: DRAWN BY: D A T E : DWG #: REV.: SCALE:1:2SHEET 7 OF 7LUCAS A. TURNER, P.E.FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. VE R T I C A L S E C T I O N TY P I C A L S I L L A N C H O R A G E NO S I L L A N C H O R S R E Q U I R E D A 7 B 7 HO R I Z O N T A L S E C T I O N TY P I C A L J A M B A N C H O R A G E INSTALLATION DETAILS TY P I C A L H E A D A N C H O R A G E C 7HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION FR A M E T Y P E S U B S T R A T E T Y P E AN C H O R T Y P E M I N . E M B E D M E N T M I N . E D G E D I S T . FL A N G E C O N C R E T E ( 2 . 0 K S I M I N . ) 3/ 1 6 " I T W T A P C O N 1" 1- 1 / 8 " FL A N G E H O L L O W O R G R O U T - F I L L E D C M U ( 1 1 7 P C F M I N . ) 3 / 1 6 " I T W T A P C O N 1" 2" FL A N G E C O N C R E T E ( 2 . 8 5 K S I M I N . ) 3/ 1 6 " E L C O U L T R A C O N 1" 1" FL A N G E G R O U T - F I L L E D C M U ( A S T M C - 9 0 ) 3/ 1 6 " E L C O U L T R A C O N 1- 1 / 4 " 2- 1 / 2 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) 3/ 1 6 " I T W T A P C O N OR E L C O U L T R A C O N 1- 3 / 8 " 7/ 8 " FL A N G E 2 X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 3 / 8 " 7/ 8 " FL A N G E 16 G A U G E ( 0 . 0 6 0 " ) M I N . S T E E L S T U D (3 3 K S I Y I E L D M I N ) #1 0 - 1 6 H I L T I K W I K - F L E X O R I T W TE K S S E L F - D R I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 0 6 0 " 7/ 1 6 " FL A N G E 1/ 8 " A L U M . ( 6 0 6 3 - T 5 M I N . ) O R 1/ 8 " S T E E L ( 3 3 K S I M I N . ) #1 0 G R A D E 5 S E L F - T A P P I N G / DR I L L I N G S C R E W FU L L T H R E A D TH R U 0 . 1 2 5 " 7/ 1 6 " FI N 2X M I N . S O U T H E R N P I N E ( G = 0 . 5 5 ) #1 0 W O O D S C R E W 1- 1 / 2 " 1/ 2 " T A B L E 1 : A P P R O V E D I N S T A L L A T I O N F A S T E N E R S MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MI N . E M B E D M E N T SE E T A B L E 1 MI N . E D G E D I S T . SE E T A B L E 1 MIN. EDGE DIST.SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT PE R I M E T E R S E A L A N T BY I N S T A L L E R IN S I D E A N D O U T SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SE A L A N T B E H I N D FL A N G E B Y I N S T A L L E R SEALANT BEHIND FIN BY INSTALLER IN S T A L L A T I O N A NC H O R SE E T A B L E 1 IN S T A L L A T I O N A NC H O R SE E T A B L E 1 INSTALLATION ANCHOR SEE TABLE 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SU B S T R A T E B Y O T H E R S SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 CO N T I N U O U S D B L 1 / 4 " B E A D O F S E A L A N T AR O U N D P E R I M ET E R @ A L L I N D I C A T E D PO I N T S B E T W E E N F R A M E A N D S U B S T R A T E BY I N S T A L L E R SU B S T R A T E BY O T H E R S SE E T A B L E 1 FL A N G E R E M O V A L N O T E : P A R T I A L L Y O R F U L L Y R E M O V I N G T H E F L A N G E , UP T O A N D I N C L U D I N G A B O X - F R A M E A P P L I C A T I O N I S A C C E P T A B L E P R O V I D E D : - M I N . 1 / 4 " F I L L E T O F C O N S T R U C T I O N - G R A D E A D H E S I V E C A U L K I S A P P L I E D I N S I D E A N D O U T , F U L L P E R I M E T E R , B Y I N S T A L L E R . - P R O D U C T A N C H O R A G E I S I N A C C O R D A N C E W I T H R E Q U I R E M E N T S A S S H O W N F O R F L A N G E W I N D O W S . D 7HORIZONTAL SECTION BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION NO T E : U N I F - F R A M E O P T I O N S N O T S H O W N . 1/ 4 " M A X S H I M 1/ 4 " M A X S H I M 1/4" M A X S H I M 1/4" M A X S H I M IN S T A L L A T I O N A NC H O R SE E T A B L E 1 SUBSTRATE BY OTHERS SEE TABLE 1 MI N . E M B E D M E N T SE E T A B L E 1 MIN EDGE DIST SEE TABLE 1 1/ 4 " M A X S H I M 7/23/2020